INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/25/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 11,576,280.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 11,643,000.00 100.5764% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REPLAVEMENT AND ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 128661.20000 128661.20| 206894.70000 206894.70| CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 2250.00000 38250.00| 3560.60000 60530.20| FIELD OFFICE, B | | | 0003 105-08520 4.000 EACH | 90.00000 360.00| 129.95000 519.80| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 68.000 MOS | 90.00000 6120.00| 51.98000 3534.64| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 548000.00000 548000.00| 526301.23000 526301.23| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 95000.00000 95000.00| 194546.74000 194546.74| CLEARING RIGHT OF WAY | | | 0012 202-02240 23603.000 SYS | 6.75000 159320.25| 9.21000 217383.63| PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02241 6970.000 LFT | 2.10000 14637.00| 3.42000 23837.40| GUARDRAIL, REMOVE | | | 0014 202-02272 63.000 LFT | 11.00000 693.00| 14.57000 917.91| PAVED SIDE DITCH, REMOVE | | | 0015 202-02273 522.000 SYS | 22.00000 11484.00| 15.87000 8284.14| CENTER CURB, CONCRETE, REMOVE | | | 0016 202-05441 50.000 SYS | 19.00000 950.00| 42.10000 2105.00| GRIND CONCRETE PAVEMENT | | | 0017 202-86946 12.000 EACH | 155.00000 1860.00| 263.15000 3157.80| HANDHOLE, REMOVE | | | 0018 202-90277 6.000 EACH | 105.00000 630.00| 157.89000 947.34| DETECTOR HOUSING, REMOVE | | | 0019 202-91385 7.000 EACH | 650.00000 4550.00| 890.34000 6232.38| INLET, REMOVE | | | 0020 202-99187 500.000 LFT | 3.00000 1500.00| 16.40000 8200.00| FENCE, FARM FIELD, REMOVE | | | 0021 203-02000 25446.000 CYS | 13.75000 349882.50| 17.00000 432582.00| EXCAVATION, COMMON | | | 0022 203-02070 1868.000 CYS | 18.00000 33624.00| 20.87000 38985.16| BORROW | | | 0023 205-06933 20.000 EACH | 57.00000 1140.00| 57.89000 1157.80| TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06934 14.000 TON | 365.00000 5110.00| 373.67000 5231.38| TEMPORARY MULCHING | | | 0025 205-06936 30.000 TON | 56.00000 1680.00| 42.38000 1271.40| TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1500.000 LFT | 1.40000 2100.00| 1.42000 2130.00| TEMPORARY SILT FENCE | | | 0027 207-08268 94549.000 SYS | 10.75000 1016401.75| 9.95000 940762.55| SUBGRADE TREATMENT, TYPE IV | | | 0028 211-02050 1150.000 CYS | 17.00000 19550.00| 16.19000 18618.50| B BORROW | | | 0029 213-04324 110.000 CYS | 90.00000 9900.00| 97.46000 10720.60| FLOWABLE FILL | | | 0030 301-07448 7228.000 TON | 16.25000 117455.00| 15.36000 111022.08| COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-04489 50.000 TON | 59.00000 2950.00| 35.59000 1779.50| COMPACTED CRUSHED AGGREGATE, 8 | | | 0032 306-08033 9499.000 SYS | 3.50000 33246.50| 2.10000 19947.90| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 306-08043 1716.000 SYS | 5.00000 8580.00| 3.58000 6143.28| MILLING, TRANSITION | | | 0034 401-07329 1429.000 TON | 72.00000 102888.00| 92.00000 131468.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0037 402-07434 246.000 TON | 74.00000 18204.00| 114.00000 28044.00| HMA SURFACE, TYPE C | | | 0038 402-07452 2696.000 TON | 64.00000 172544.00| 56.00000 150976.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0040 406-05521 9800.000 SYS | 0.10000 980.00| 0.09000 882.00| ASPHALT FOR TACK COAT | | | 0041 501-06324 69885.000 SYS | 49.00000 3424365.00| 50.00000 3494250.00| QC/QA-PCCP, 13 IN. | | | 0042 501-06324 8275.000 SYS | 92.00000 761300.00| 51.50000 426162.50| QC/QA-PCCP, 13 IN. , 24 HOUR HIGH EARLY | | | STRENGTH | | | 0043 501-06324 631.000 SYS | 120.00000 75720.00| 58.00000 36598.00| QC/QA-PCCP, 13 IN. , 4 HOUR HIGH EARLY | | | STRENGTH | | | 0044 502-06330 230.000 SYS | 72.00000 16560.00| 50.00000 11500.00| PCCP, 13 IN. | | | 0045 503-05240 33854.000 LFT | 9.25000 313149.50| 9.85000 333461.90| D-1 CONTRACTION JOINT | | | 0046 506-06333 50.000 SYS | 110.00000 5500.00| 209.67000 10483.50| PCCP PATCHING, FULL DEPTH | | | 0047 507-07505 48.000 EACH | 46.00000 2208.00| 15.30000 734.40| RETROFIT LOAD TRANSFER | | | 0048 601-01115 50.000 LFT | 33.00000 1650.00| 47.37000 2368.50| GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0049 601-01704 1.000 EACH | 1675.00000 1675.00| 1894.68000 1894.68| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0050 601-03929 219.000 LFT | 37.00000 8103.00| 36.84000 8067.96| GUARDRAIL, W BEAM, SHOP CURVED, 3 FT. 1 | | | 5 IN. SPACING | | | 0051 601-06035 1110.000 LFT | 5.25000 5827.50| 8.42000 9346.20| GUARDRAIL, RESET | | | 0052 601-06229 4.000 EACH | 66500.00000 266000.00| 72103.10000 288412.40| IMPACT ATTENUATOR, CR, W2, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 601-06854 2.000 EACH | 2400.00000 4800.00| 2631.50000 5263.00| GUARDRAIL, W-BEAM, NESTED | | | 0054 601-94689 12.000 EACH | 2050.00000 24600.00| 2526.24000 30314.88| GUARDRAIL END TREATMENT, OS | | | 0055 601-99105 15980.000 LFT | 14.00000 223720.00| 17.63000 281727.40| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0056 601-99106 100.000 LFT | 24.00000 2400.00| 26.32000 2632.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0057 602-04333 3560.000 LFT | 71.50000 254540.00| 97.89000 348488.40| CONCRETE BARRIER, 46 IN. | | | 0058 602-06729 65.000 EACH | 8.50000 552.50| 8.42000 547.30| BARRIER DELINEATOR | | | 0059 603-06040 500.000 LFT | 7.60000 3800.00| 12.63000 6315.00| FENCE, FARM FIELD, 47 IN. | | | 0060 605-06250 377.000 SYS | 84.00000 31668.00| 70.99000 26763.23| CENTER CURB, C, CONCRETE | | | 0061 606-07484 1000.000 LFT | 1.30000 1300.00| 0.32000 320.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0062 606-07485 22760.000 LFT | 0.90000 20484.00| 0.95000 21622.00| MILLED PCCP SHOULDER CORRUGATIONS | | | 0063 610-03393 1.000 EACH | 15000.00000 15000.00| 20958.79000 20958.79| TEMPORARY CROSSOVER, B MODIFIED | | | 0064 610-07488 774.000 TON | 117.00000 90558.00| 152.02000 117663.48| HMA FOR APPROACHES, TYPE C | | | 0065 615-06510 2.000 EACH | 380.00000 760.00| 421.04000 842.08| MONUMENT, C | | | 0066 615-06515 5.000 EACH | 108.00000 540.00| 210.52000 1052.60| MONUMENT, D | | | 0067 616-02320 2392.000 SYS | 2.60000 6219.20| 2.19000 5238.48| GEOTEXTILES | | | 0068 616-06405 3425.000 TON | 46.00000 157550.00| 37.69000 129088.25| RIPRAP, REVETMENT | | | 0069 616-06451 54.000 TON | 37.00000 1998.00| 47.03000 2539.62| RIPRAP, UNIFORM | | | 0070 621-01004 5.000 EACH | 450.00000 2250.00| 447.36000 2236.80| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-02770 17051.000 SYS | 1.20000 20461.20| 1.21000 20631.71| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 621-06545 3.000 TON | 630.00000 1890.00| 631.56000 1894.68| FERTILIZER | | | 0073 621-06554 706.000 LBS | 4.00000 2824.00| 3.92000 2767.52| SEED MIXTURE, U | | | 0074 621-06557 551.000 LBS | 2.60000 1432.60| 2.63000 1449.13| SEED MIXTURE, T | | | 0075 621-06565 5.000 TON | 490.00000 2450.00| 489.46000 2447.30| MULCHING MATERIAL | | | 0076 715-03475 2.000 EACH | 700.00000 1400.00| 679.73000 1359.46| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0077 715-03584 1.000 EACH | 810.00000 810.00| 731.86000 731.86| SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0078 715-04798 1.000 EACH | 910.00000 910.00| 795.58000 795.58| SAFETY METAL END SECTION, 4:1, 21 IN. | | | 0079 715-05048 24919.000 LFT | 3.50000 87216.50| 3.47000 86468.93| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0080 715-05151 3095.000 LFT | 37.00000 114515.00| 26.36000 81584.20| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0081 715-05152 414.000 LFT | 37.00000 15318.00| 26.50000 10971.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0082 715-05153 74.000 LFT | 39.00000 2886.00| 36.45000 2697.30| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0083 715-05156 120.000 LFT | 67.00000 8040.00| 50.35000 6042.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0084 715-46000 2.000 EACH | 570.00000 1140.00| 567.41000 1134.82| PIPE END SECTION, 12 IN. | | | 0085 715-46005 9.000 EACH | 610.00000 5490.00| 590.58000 5315.22| PIPE END SECTION, 15 IN. | | | 0086 715-46010 5.000 EACH | 670.00000 3350.00| 642.72000 3213.60| PIPE END SECTION, 18 IN. | | | 0087 715-91361 1018.000 LFT | 30.00000 30540.00| 29.47000 30000.46| PIPE, PVC, 6 IN. | | | 0088 718-06529 35.000 EACH | 900.00000 31500.00| 894.71000 31314.85| OUTLET PROTECTOR, 2 | | | 0089 718-52610 1821.000 CYS | 37.00000 67377.00| 36.84000 67085.64| AGGREGATE FOR UNDERDRAINS | | | 0090 720-07301 16.000 EACH | 2100.00000 33600.00| 1324.02000 21184.32| INLET TYPE HA | | | 0091 720-44070 2.000 EACH | 1000.00000 2000.00| 3017.50000 6035.00| CASTING, 13, FURNISH AND ADJUST TO GRAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 720-45041 17.000 EACH | 3400.00000 57800.00| 3063.86000 52085.62| INLET, H5 , MODIFIED | | | 0093 720-45045 3.000 EACH | 2000.00000 6000.00| 1520.14000 4560.42| INLET, J10 | | | 0094 720-45055 9.000 EACH | 2200.00000 19800.00| 2472.74000 22254.66| INLET, M10 | | | 0095 720-45415 1.000 EACH | 4100.00000 4100.00| 2656.90000 2656.90| MANHOLE, D4 | | | 0096 720-91246 3.000 EACH | 3300.00000 9900.00| 2576.56000 7729.68| INLET, N12A , 6:1 SLOPE | | | 0097 801-03290 2.000 EACH | 230.00000 460.00| 226.31000 452.62| CONSTRUCTION SIGN, C | | | 0098 801-04308 13.000 EACH | 340.00000 4420.00| 342.10000 4447.30| ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06201 43.000 SYS | 220.00000 9460.00| 105.26000 4526.18| TEMPORARY PANEL SIGNS | | | 0100 801-06203 26281.000 LFT | 0.20000 5256.20| 0.19000 4993.39| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0101 801-06207 44102.000 LFT | 0.90000 39691.80| 0.93000 41014.86| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0102 801-06211 53.000 EACH | 79.00000 4187.00| 78.95000 4184.35| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0103 801-06212 24.000 EACH | 120.00000 2880.00| 115.79000 2778.96| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0104 801-06218 174.000 LFT | 6.90000 1200.60| 6.84000 1190.16| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0105 801-06625 21.000 EACH | 90.00000 1890.00| 89.47000 1878.87| DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 84.000 EACH | 180.00000 15120.00| 184.21000 15473.64| CONSTRUCTION SIGN, A | | | 0107 801-06645 5.000 EACH | 42.00000 210.00| 42.10000 210.50| CONSTRUCTION SIGN, B | | | 0108 801-06710 400.000 DAY | 15.00000 6000.00| 14.74000 5896.00| FLASHING ARROW SIGN | | | 0109 801-06735 14.000 EACH | 53.00000 742.00| 52.63000 736.82| TUBULAR MARKER, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 801-06775 LUMP | 260000.00000 260000.00| 202142.25000 202142.25| MAINTAINING TRAFFIC | | | 0111 801-07117 10.000 EACH | 1300.00000 13000.00| 1263.12000 12631.20| TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | 0112 801-07118 30.000 LFT | 11.00000 330.00| 10.53000 315.90| BARRICADE, III-A | | | 0113 801-07119 290.000 LFT | 13.00000 3770.00| 12.63000 3662.70| BARRICADE, III-B | | | 0114 801-07606 500.000 LFT | 19.00000 9500.00| 21.38000 10690.00| TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0115 801-09133 14.000 EACH | 12000.00000 168000.00| 11578.60000 162100.40| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-05704 96.000 LFT | 15.00000 1440.00| 14.53000 1394.88| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0117 802-07059 34.000 EACH | 65.00000 2210.00| 65.26000 2218.84| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0118 802-07060 25.000 EACH | 200.00000 5000.00| 196.84000 4921.00| SIGN, SHEET, RELOCATE | | | 0119 802-07060 4.000 EACH | 230.00000 920.00| 228.42000 913.68| SIGN, SHEET, RELOCATE , INSTALL | | | BRACKETS TO CONNECT TO | | | 0120 802-76025 14.000 SFT | 19.00000 266.00| 18.84000 263.76| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0122 805-01815 4.000 EACH | 2100.00000 8400.00| 2073.62000 8294.48| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0123 805-01842 17.000 EACH | 1000.00000 17000.00| 999.97000 16999.49| HANDHOLE, SIGNAL | | | 0124 805-01844 3950.000 LFT | 15.00000 59250.00| 15.26000 60277.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0125 805-01879 1.000 EACH | 430.00000 430.00| 425.25000 425.25| SIGNAL SERVICE, INSTALL | | | 0126 805-02438 3.000 EACH | 500.00000 1500.00| 503.14000 1509.42| COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL , INCLUDES ALL WIRELESS | | | NEEDS FOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 805-02503 400.000 LFT | 0.16000 64.00| 0.16000 64.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0128 805-06834 2.000 EACH | 11000.00000 22000.00| 11157.56000 22315.12| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0129 805-08464 3.000 EACH | 3400.00000 10200.00| 3368.32000 10104.96| RADIO, INTERCONNECT | | | 0130 805-08465 1.000 EACH | 530.00000 530.00| 524.19000 524.19| RADIO ANTENNA, 6db, OMNI | | | 0131 805-08466 3.000 EACH | 620.00000 1860.00| 621.03000 1863.09| RADIO ANTENNA, 9db, YAGI | | | 0132 805-78106 1.000 EACH | 17000.00000 17000.00| 16631.08000 16631.08| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0133 805-78109 1.000 EACH | 11000.00000 11000.00| 10736.52000 10736.52| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0134 805-78205 6.000 EACH | 740.00000 4440.00| 736.82000 4420.92| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0135 805-78215 3.000 EACH | 810.00000 2430.00| 810.50000 2431.50| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0136 805-78415 4.000 EACH | 1300.00000 5200.00| 1294.70000 5178.80| SPAN, CATENARY, AND TETHER | | | 0137 805-78420 3.000 EACH | 320.00000 960.00| 317.89000 953.67| DISCONNECT HANGER | | | 0138 805-78467 120.000 LFT | 2.50000 300.00| 2.52000 302.40| SIGNAL CABLE, 3C 8GA. | | | 0139 805-78485 430.000 LFT | 2.10000 903.00| 2.13000 915.90| SIGNAL CABLE, 5C 14GA. | | | 0140 805-78490 690.000 LFT | 2.30000 1587.00| 2.25000 1552.50| SIGNAL CABLE, 7C 14GA. | | | 0141 805-78510 13030.000 LFT | 1.35000 17590.50| 1.35000 17590.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0142 805-78746 2280.000 LFT | 8.00000 18240.00| 8.11000 18490.80| PREFORMED LOOP DETECTORS | | | 0143 805-78785 17.000 EACH | 900.00000 15300.00| 926.29000 15746.93| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 805-78795 120.000 LFT | 24.00000 2880.00| 24.21000 2905.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0145 805-78925 1.000 EACH | 1200.00000 1200.00| 1199.96000 1199.96| CONTROLLER CABINET FOUNDATION, P1 | | | 0146 805-81060 4.000 EACH | 3750.00000 15000.00| 3789.36000 15157.44| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0147 805-90734 1.000 EACH | 5800.00000 5800.00| 5789.30000 5789.30| TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0148 805-92504 19.000 EACH | 320.00000 6080.00| 316.83000 6019.77| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0149 808-03178 49.000 EACH | 370.00000 18130.00| 378.94000 18568.06| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0150 808-03179 15.000 EACH | 550.00000 8250.00| 552.62000 8289.30| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0151 808-05866 54.000 SYS | 21.00000 1134.00| 21.05000 1136.70| PAVEMENT MESSAGE MARKING, REMOVE | | | 0152 808-06368 182.000 LFT | 3.20000 582.40| 3.16000 575.12| TRANSVERSE MARKING, REMOVE | | | 0153 808-06368 663.000 LFT | 1.60000 1060.80| 1.58000 1047.54| TRANSVERSE MARKING, REMOVE , CROSSHATCH | | | LINE, 10 IN. | | | 0154 808-06716 17100.000 LFT | 0.25000 4275.00| 0.26000 4446.00| LINE, REMOVE | | | 0155 808-75051 15250.000 LFT | 2.60000 39650.00| 2.58000 39345.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0156 808-75054 12700.000 LFT | 2.60000 33020.00| 2.58000 32766.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0157 808-75061 7650.000 LFT | 3.20000 24480.00| 3.21000 24556.50| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0158 808-75067 550.000 LFT | 15.00000 8250.00| 15.26000 8393.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0159 808-75996 230.000 EACH | 7.40000 1702.00| 7.37000 1695.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 808-75998 910.000 EACH | 18.00000 16380.00| 18.42000 16762.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 501-06266 LUMP | 9700.00000 9700.00| 13680.00000 13680.00| PROFILOGRAPH, PCCP | | | 0162 501-06727 LUMP | 5900.00000 5900.00| 4350.00000 4350.00| CORING, PCCP | | | 0163 302-06464 23637.000 CYS | 29.00000 685473.00| 30.35000 717382.95| SUBBASE FOR PCCP | | | 0164 202-96022 4.000 EACH | 2200.00000 8800.00| 421.04000 1684.16| CONCRETE FOUNDATION, REMOVE | | | 0165 202-74070 1.000 EACH | 1500.00000 1500.00| 1536.80000 1536.80| OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0166 802-02372 1.000 EACH | 5100.00000 5100.00| 5052.48000 5052.48| OVERHEAD SIGN STRUCTURE, INSTALL | | | 0167 802-07158 2.000 EACH | 3800.00000 7600.00| 3789.36000 7578.72| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0168 802-05701 64.000 LFT | 16.00000 1024.00| 15.79000 1010.56| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 80.000 LFT | 14.00000 1120.00| 14.00000 1120.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-05705 320.000 LFT | 14.00000 4480.00| 13.79000 4412.80| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0171 605-06095 51.000 LFT | 37.00000 1887.00| 68.72000 3504.72| CURB, INTEGRAL, B, CONCRETE , HARDING | | | STREET | | | 0172 601-01942 4.000 EACH | 1600.00000 6400.00| 1684.16000 6736.64| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 17 FT. RADIUS | | | 0173 304-07494 10000.000 TON | 70.00000 700000.00| 70.18000 701800.00| WIDENING WITH HMA, TYPE C | | | 0174 808-75297 251.000 LFT | 4.50000 1129.50| 4.47000 1121.97| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0175 808-75325 6.000 EACH | 130.00000 780.00| 126.31000 757.86| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,130,466 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26832-A COUNTIES : MARION LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 808-75320 10.000 EACH | 84.00000 840.00| 84.21000 842.10| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-06703 1900.000 LFT | 0.50000 950.00| 0.52000 988.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0178 808-06701 500.000 LFT | 0.50000 250.00| 0.52000 260.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0179 808-75245 3300.000 LFT | 0.50000 1650.00| 0.52000 1716.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0180 801-06469 2800.000 LFT | 1.70000 4760.00| 1.74000 4872.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0181 808-75008 2000.000 LFT | 0.40000 800.00| 0.41000 820.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0182 808-06694 800.000 LFT | 0.40000 320.00| 0.41000 328.00| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | SECTION TOTALS | $ 11,576,280.00| $ 11,643,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,576,280.00| $ 11,643,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/03/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 8,188,608.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT AND INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 125000.00000 125000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 32.000 MOS | 1900.00000 60800.00| | FIELD OFFICE, C | | | 0003 105-08520 5.000 EACH | 100.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 160.000 MOS | 100.00000 16000.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 23000.00000 23000.00| | PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 405000.00000 405000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 195000.00000 195000.00| | CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-02240 290.400 m2 | 12.00000 3484.80| | PAVEMENT REMOVAL | | | 0013 202-02278 22.500 m | 24.00000 540.00| | CURB, CONCRETE, REMOVE | | | 0014 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE | | | 0015 202-52710 2654.300 m2 | 15.00000 39814.50| | SIDEWALK, CONCRETE, REMOVE | | | 0016 202-94627 9.000 EACH | 750.00000 6750.00| | HYDRANT, REMOVE | | | 0017 203-02000 16557.000 m3 | 32.50000 538102.50| | EXCAVATION, COMMON | | | 0018 205-06931 364.400 Mg | 85.00000 30974.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 5.000 EACH | 115.00000 575.00| | TEMPORARY DITCH INLET PROTECTION | | | 0020 207-08103 37.000 m3 | 40.00000 1480.00| | SOIL MODIFICATION | | | 0021 207-08263 32172.000 m2 | 7.00000 225204.00| | SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08265 3613.000 m2 | 7.00000 25291.00| | SUBGRADE TREATMENT, TYPE IIA | | | 0023 210-07767 19.000 EACH | 1750.00000 33250.00| | LATERAL RECONNECTIONS | | | 0024 210-08373 151.000 m3 | 78.00000 11778.00| | SIDEWALK , REMOVE | | | 0025 210-08373 151.000 m3 | 315.00000 47565.00| | SIDEWALK , REPAIR | | | 0026 211-07454 8244.000 m3 | 35.00000 288540.00| | STRUCTURE BACKFILL | | | 0027 303-01180 8432.000 Mg | 19.95000 168218.40| | COMPACTED AGGREGATE, NO. 53 | | | 0028 306-08034 1025.000 m2 | 11.00000 11275.00| | MILLING, ASPHALT, 38 mm | | | 0029 401-06264 LUMP | 11000.00000 11000.00| | PROFILOGRAPH, HMA | | | 0030 401-07334 2108.200 Mg | 74.50000 157060.90| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 4581.500 Mg | 71.15000 325973.73| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 401-07418 12444.300 Mg | 65.10000 810123.93| | QC/QA-HMA, 3, 76, BASE, 25.0 MM | | | 0033 401-07430 4818.000 Mg | 59.25000 285466.50| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0034 402-07432 252.700 Mg | 76.20000 19255.74| | HMA SURFACE, TYPE A | | | 0035 402-07435 423.200 Mg | 64.00000 27084.80| | HMA INTERMEDIATE, TYPE A | | | 0036 406-05520 29.500 Mg | 315.00000 9292.50| | ASPHALT FOR TACK COAT | | | 0037 601-94689 1.000 EACH | 2520.00000 2520.00| | GUARDRAIL END TREATMENT, OS | | | 0038 601-97774 1.000 EACH | 788.00000 788.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0039 601-99105 86.500 m | 61.00000 5276.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 604-07896 18.520 m2 | 288.00000 5333.76| | CURB RAMP, CONCRETE, B | | | 0041 604-07901 404.000 m2 | 230.00000 92920.00| | CURB RAMP, CONCRETE, G | | | 0042 604-07902 78.000 m2 | 290.00000 22620.00| | CURB RAMP, CONCRETE, H | | | 0043 604-44251 51.500 m3 | 2000.00000 103000.00| | STEPS, CONCRETE | | | 0044 604-91531 1297.500 m2 | 48.00000 62280.00| | SIDEWALK, CONCRETE, 100 mm | | | 0045 605-06121 5.200 m | 159.00000 826.80| | CURB, CONCRETE, B | | | 0046 605-06140 2346.400 m | 78.00000 183019.20| | CURB AND GUTTER, CONCRETE | | | 0047 610-07486 500.900 Mg | 77.50000 38819.75| | HMA FOR APPROACHES, TYPE A | | | 0048 611-05330 1444.400 m2 | 71.00000 102552.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 76.000 EACH | 195.00000 14820.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 611-06498 4.000 EACH | 255.00000 1020.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0051 611-95728 214.900 m2 | 75.00000 16117.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0052 615-06490 59.000 EACH | 128.00000 7552.00| | RIGHT OF WAY MARKER | | | 0053 615-06505 27.000 EACH | 505.00000 13635.00| | MONUMENT, B | | | 0054 615-06510 2.000 EACH | 460.00000 920.00| | MONUMENT, C | | | 0055 616-02320 2792.000 m2 | 7.00000 19544.00| | GEOTEXTILES | | | 0056 616-06405 519.000 Mg | 58.00000 30102.00| | RIPRAP, REVETMENT | | | 0057 621-01004 2.000 EACH | 788.00000 1576.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-04317 230.000 m2 | 0.62000 142.60| | MULCHED SEEDING | | | 0059 621-06545 3.000 Mg | 741.00000 2223.00| | FERTILIZER | | | 0060 621-06553 457.000 kg | 6.35000 2901.95| | SEED MIXTURE, R | | | 0061 621-06554 144.000 kg | 7.75000 1116.00| | SEED MIXTURE, U | | | 0062 621-06565 14.800 Mg | 445.00000 6586.00| | MULCHING MATERIAL | | | 0063 621-06574 1652.000 m2 | 3.80000 6277.60| | SODDING | | | 0064 621-98038 36.000 m3 | 80.00000 2880.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0065 622-05627 47.000 EACH | 460.00000 21620.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0066 622-05641 429.000 EACH | 77.00000 33033.00| | PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0067 622-05646 27.000 EACH | 380.00000 10260.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 2400 TO 3000 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 622-05649 16.000 EACH | 239.00000 3824.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm TREE SIZE 1.5" | | | 0069 622-05651 148.000 EACH | 450.00000 66600.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0070 702-51015 64.300 m3 | 315.00000 20254.50| | CONCRETE, B, FOOTINGS | | | 0071 702-94139 35.500 m3 | 800.00000 28400.00| | CONCRETE, A, ABOVE FOOTINGS | | | 0072 703-51030 3222.000 kg | 2.75000 8860.50| | REINFORCING STEEL | | | 0073 703-51032 3685.000 kg | 2.80000 10318.00| | REINFORCING STEEL, EPOXY COATED | | | 0074 714-44240 15.000 m3 | 1250.00000 18750.00| | CONCRETE, A, STRUCTURES | | | 0075 715-02876 200.000 m | 100.00000 20000.00| | GRANULAR BACKFILL | | | 0076 715-02876 2150.000 m | 75.00000 161250.00| | GRANULAR BACKFILL , 10 FT. TO 12 FT. | | | DEPTH | | | 0077 715-02876 274.000 m | 95.00000 26030.00| | GRANULAR BACKFILL , 12 FT. TO 14 FT. | | | DEPTH | | | 0078 715-02876 200.000 m | 100.00000 20000.00| | GRANULAR BACKFILL , 14 FT. DEEP | | | 0079 715-02876 125.000 m | 30.00000 3750.00| | GRANULAR BACKFILL , O TO 6 FT. DEPTH | | | 0080 715-03184 272.000 m | 39.00000 10608.00| | GRAVITY SEWER, 200 mm , DUCTILE IRON, | | | 10 FT. TO 12 FT. | | | 0081 715-03184 220.000 m | 39.00000 8580.00| | GRAVITY SEWER, 200 mm , DUCTILE IRON, | | | 12 FT. TO 14 FT. | | | 0082 715-03795 140.000 m | 34.00000 4760.00| | PIPE, DUCTILE IRON, 150 mm , WATER MAIN | | | 0083 715-04612 50.000 m | 175.00000 8750.00| | PIPE , 150 mm, WATER MAIN, DIRECTIONAL | | | DRILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 715-04612 125.000 m | 115.00000 14375.00| | PIPE , O TO 6 FT. IN DEPTH | | | 0085 715-04612 1878.000 m | 17.75000 33334.50| | PIPE , PVC, 250 mm, GRAVITY SEWER, 10 | | | FT. TO | | | 0086 715-05048 4550.500 m | 10.00000 45505.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0087 715-05053 154.200 m | 41.00000 6322.20| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0088 715-05119 172.800 m | 220.00000 38016.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0089 715-05121 18.400 m | 196.00000 3606.40| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0090 715-05125 27.000 m | 301.00000 8127.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0091 715-05127 27.200 m | 245.00000 6664.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0092 715-05133 17.000 m | 625.00000 10625.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0093 715-05149 328.100 m | 234.00000 76775.40| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0094 715-05151 209.800 m | 222.00000 46575.60| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0095 715-05152 137.600 m | 261.00000 35913.60| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0096 715-05153 75.500 m | 245.00000 18497.50| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0097 715-05154 349.400 m | 236.00000 82458.40| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0098 715-05163 19.200 m | 664.00000 12748.80| | PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0099 715-05169 11.000 m | 288.00000 3168.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0100 715-05235 11.000 m | 302.00000 3322.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0101 715-05356 69.900 m | 1140.00000 79686.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 2.73 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 715-05358 366.300 m | 1153.00000 422343.90| | PIPE, TYPE 2, DEFORMED, MIN. AREA 3.21 | | | m2 | | | 0103 715-06923 235.900 m | 1163.00000 274351.70| | PIPE, TYPE 2, CIRCULAR, 2100 mm | | | 0104 715-08314 2.000 EACH | 4339.00000 8678.00| | SAFETY METAL END SECTION, 4:1, 1500 mm | | | 0105 715-46005 28.000 EACH | 283.00000 7924.00| | PIPE END SECTION, 375 mm | | | 0106 715-46010 2.000 EACH | 300.00000 600.00| | PIPE END SECTION, 450 mm | | | 0107 715-46030 2.000 EACH | 530.00000 1060.00| | PIPE END SECTION, 750 mm | | | 0108 715-91361 1700.000 m | 17.00000 28900.00| | PIPE, PVC, 150 mm , WATER MAIN | | | 0109 715-97544 54.000 m | 39.00000 2106.00| | PIPE, DUCTILE IRON, 200 mm , GRAVITY | | | SEWER, 12 FT. TO 14 FT. DEPTH | | | 0110 715-97607 2.000 EACH | 650.00000 1300.00| | PIPE END SECTION, MIN. AREA .42 m2 | | | 0111 718-04986 1.000 EACH | 905.00000 905.00| | CLEANOUT | | | 0112 718-06529 7.000 EACH | 635.00000 4445.00| | OUTLET PROTECTOR, 2 | | | 0113 718-06531 5.000 EACH | 607.00000 3035.00| | OUTLET PROTECTOR, 3 | | | 0114 718-06532 1000.000 m | 2.75000 2750.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 1025.500 m3 | 39.00000 39994.50| | AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 10227.000 m2 | 2.00000 20454.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-03194 6.000 EACH | 4500.00000 27000.00| | MANHOLE , 10 FT. TO 12 FT. DEEP | | | 0118 720-03194 6.000 EACH | 4800.00000 28800.00| | MANHOLE , 12 FT. TO 14 FT. DEEP | | | 0119 720-03194 2.000 EACH | 4200.00000 8400.00| | MANHOLE , 8 FT. TO 10 FT. DEEP | | | 0120 720-03194 2.000 EACH | 150.00000 300.00| | MANHOLE , DROP, CONNECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 720-03757 1.000 EACH | 4500.00000 4500.00| | MANHOLE, C15 | | | 0122 720-44000 1.000 EACH | 700.00000 700.00| | CASTING, ADJUST TO GRADE | | | 0123 720-45045 22.000 EACH | 2150.00000 47300.00| | INLET, J10 | | | 0124 720-45055 2.000 EACH | 2105.00000 4210.00| | INLET, M10 | | | 0125 720-45240 2.000 EACH | 2750.00000 5500.00| | CATCH BASIN, J10 | | | 0126 720-45275 4.000 EACH | 1900.00000 7600.00| | PIPE CATCH BASIN, 600 mm | | | 0127 720-45410 17.000 EACH | 3700.00000 62900.00| | MANHOLE, C4 | | | 0128 720-45416 1.000 EACH | 23000.00000 23000.00| | MANHOLE, E4 | | | 0129 720-45425 2.000 EACH | 25000.00000 50000.00| | MANHOLE, F4 | | | 0130 720-45430 4.000 EACH | 33000.00000 132000.00| | MANHOLE, G4 | | | 0131 720-91110 2.000 EACH | 33000.00000 66000.00| | MANHOLE, N4 | | | 0132 720-95335 1.000 EACH | 33000.00000 33000.00| | MANHOLE, M4 | | | 0133 720-95899 1.000 EACH | 22000.00000 22000.00| | MANHOLE, E7 | | | 0134 720-97962 1.000 EACH | 33000.00000 33000.00| | MANHOLE, G4, MODIFIED | | | 0135 720-98174 26.000 EACH | 2750.00000 71500.00| | INLET, B15 | | | 0136 721-43075 1.000 EACH | 45000.00000 45000.00| | AUTOMATIC DRAINAGE GATE, 2100 mm | | | 0137 732-03065 3.000 EACH | 4800.00000 14400.00| | TAPPING SADDLE AND VALVE, 100 mm | | | 0138 732-03065 9.000 EACH | 5000.00000 45000.00| | TAPPING SADDLE AND VALVE, 150 mm | | | 0139 732-03942 8.000 EACH | 9000.00000 72000.00| | HYDRANT , SR 1, NO AUXILLARY VALVE | | | 0140 732-03942 3.000 EACH | 9000.00000 27000.00| | HYDRANT WITH AUXILLARY VALVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 732-04751 19.000 EACH | 3000.00000 57000.00| | WATER SERVICE RECONNECTS | | | 0142 732-04926 2.000 EACH | 7000.00000 14000.00| | VALVE , 100 mm, INSERTED | | | 0143 732-04926 2.000 EACH | 7500.00000 15000.00| | VALVE , 150 mm, INSERTED | | | 0144 732-90573 380.000 m | 45.00000 17100.00| | WATER SERVICE LINE, 18.75 mm | | | 0145 801-04308 9.000 EACH | 704.00000 6336.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0146 801-06625 62.000 EACH | 385.00000 23870.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0147 801-06640 32.000 EACH | 355.00000 11360.00| | CONSTRUCTION SIGN, A | | | 0148 801-06645 28.000 EACH | 110.00000 3080.00| | CONSTRUCTION SIGN, B | | | 0149 801-06775 LUMP | 198505.78000 198505.78| | MAINTAINING TRAFFIC | | | 0150 801-07118 22.000 m | 153.00000 3366.00| | BARRICADE, III-A | | | 0151 801-07119 36.000 m | 156.00000 5616.00| | BARRICADE, III-B | | | 0152 802-05701 235.000 m | 45.00000 10575.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0153 802-05702 86.000 m | 27.25000 2343.50| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0154 802-05706 14.000 m | 35.25000 493.50| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0155 802-76025 53.000 m2 | 161.75000 8572.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0156 802-76035 13.000 m2 | 157.00000 2041.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0157 805-04982 930.000 m | 5.15000 4789.50| | CABLE , POLE CIRCUIT, THWH, NO. 10 CU, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-06592 31.000 m | 43.15000 1337.65| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0159 805-06595 63.000 m | 22.25000 1401.75| | CONDUIT, PVC, 50 mm | | | 0160 805-06600 1196.000 m | 22.75000 27209.00| | CONDUIT, PVC, 75 mm | | | 0161 805-90267 670.000 m | 67.25000 45057.50| | CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0162 807-02191 43.000 EACH | 828.25000 35614.75| | HANDHOLE, LIGHTING | | | 0163 807-02824 37.000 EACH | 1210.00000 44770.00| | LUMINAIRE, HIGH PRESSURE SODIUM, 100 | | | WATT, ORNAMENTAL | | | 0164 807-03951 37.000 EACH | 3059.00000 113183.00| | LIGHT POLE, ORNAMENTAL | | | 0165 807-04651 4226.000 m | 29.00000 122554.00| | WIRE , XHHW, NO. 4 CU, IN CONDUIT, 4 1/ | | | 0166 807-04653 37.000 EACH | 679.00000 25123.00| | LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, | | | 0167 807-05074 9.000 EACH | 425.00000 3825.00| | DISCONNECT EXISTING MAINS | | | 0168 807-06935 372.000 EACH | 36.40000 13540.80| | INSULATION LINK, WATERPROOFED | | | 0169 807-86805 3.000 EACH | 3505.00000 10515.00| | SERVICE POINT, I , MODIFIED | | | 0170 807-86910 74.000 EACH | 34.55000 2556.70| | CONNECTOR KIT, UNFUSED | | | 0171 807-86915 74.000 EACH | 34.55000 2556.70| | CONNECTOR KIT, FUSED | | | 0172 807-86925 256.000 EACH | 36.40000 9318.40| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0173 807-86930 148.000 EACH | 17.35000 2567.80| | INSULATION LINK, NONWATERPROOFED | | | 0174 808-06703 2891.200 m | 1.45000 4192.24| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0175 808-06706 81.700 m | 31.50000 2573.55| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 135 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,421,955.33 ROUTE : 1 CALL ORDER : 135 CONTRACT ID : R -26926-C COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 808-75245 4334.200 m | 1.45000 6284.59| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0177 808-75278 12.900 m | 15.75000 203.18| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0178 808-75320 4.000 EACH | 157.50000 630.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0179 808-75325 4.000 EACH | 210.00000 840.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0180 808-75998 101.000 EACH | 52.50000 5302.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0181 808-92027 124.000 m | 10.50000 1302.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 8,188,608.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,188,608.00| $ 11,643,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/08/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 27,987,250.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD AND MEDIAN CONSTRUCTION, SIGNS, AND BRIDGE WORK | | | 0001 105-06845 LUMP | 325000.00000 325000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 2400.00000 4800.00| | RADIO | | | 0003 105-07040 32.000 MOS | 1600.00000 51200.00| | FIELD OFFICE, C | | | 0004 105-08520 5.000 EACH | 90.00000 450.00| | CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 160.000 MOS | 90.00000 14400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 12000.00000 12000.00| | PARTNERING OVERHEAD | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0009 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 110-01001 LUMP | 1390000.00000 1390000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 559000.00000 559000.00| | CLEARING RIGHT OF WAY | | | 0014 202-02240 49586.900 m2 | 6.00000 297521.40| | PAVEMENT REMOVAL | | | 0015 202-02241 1742.900 m | 2.89000 5036.98| | GUARDRAIL, REMOVE | | | 0016 202-02271 17.000 EACH | 300.00000 5100.00| | HEADWALL, REMOVE | | | 0017 202-02272 1963.500 m | 12.00000 23562.00| | PAVED SIDE DITCH, REMOVE | | | 0018 202-02273 1494.900 m2 | 30.00000 44847.00| | CENTER CURB, CONCRETE, REMOVE | | | 0019 202-02278 4402.900 m | 7.00000 30820.30| | CURB, CONCRETE, REMOVE | | | 0020 202-03000 LUMP | 100.00000 100.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0021 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0022 202-03000 LUMP | 3500.00000 3500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0023 202-03135 206.600 m2 | 23.00000 4751.80| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0024 202-04089 40.000 EACH | 63.50000 2540.00| | SIGN, SHEET, REMOVE | | | 0025 202-51328 LUMP | 420000.00000 420000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0026 202-51330 LUMP | 410000.00000 410000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0027 202-51330 LUMP | 159000.00000 159000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0028 202-52710 17.200 m2 | 30.00000 516.00| | SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 202-74040 23.000 EACH | 368.00000 8464.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0030 202-74050 3.000 EACH | 495.00000 1485.00| | SIGN, OVERHEAD, REMOVE | | | 0031 202-74080 4.000 EACH | 2295.00000 9180.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0032 202-91385 18.000 EACH | 415.00000 7470.00| | INLET, REMOVE | | | 0033 202-93763 9.000 EACH | 275.00000 2475.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0034 202-94810 20.000 EACH | 300.00000 6000.00| | CURB TURNOUT, REMOVE | | | 0035 202-95579 3.000 EACH | 275.00000 825.00| | SERVICE POINT, REMOVE | | | 0036 202-96070 5.000 EACH | 2130.00000 10650.00| | HIGH MAST TOWER, REMOVE | | | 0037 202-96133 891.000 m | 33.00000 29403.00| | PIPE, REMOVE | | | 0038 202-96151 LUMP | 1650.00000 1650.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0039 202-99187 1118.600 m | 5.50000 6152.30| | FENCE, FARM FIELD, REMOVE | | | 0040 203-02000 110269.000 m3 | 15.00000 1654035.00| | EXCAVATION, COMMON | | | 0041 203-02070 9240.000 m3 | 6.00000 55440.00| | BORROW | | | 0042 203-51223 1140.000 m3 | 6.00000 6840.00| | EXCAVATION, WATERWAY | | | 0043 205-06931 748.500 Mg | 49.00000 36676.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0044 205-06933 42.000 EACH | 90.00000 3780.00| | TEMPORARY DITCH INLET PROTECTION | | | 0045 205-06935 2.000 EACH | 875.00000 1750.00| | TEMPORARY SEDIMENT BASIN | | | 0046 205-06937 1671.500 m | 4.00000 6686.00| | TEMPORARY SILT FENCE | | | 0047 206-51220 191.700 m3 | 35.00000 6709.50| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 206-51225 24.700 m3 | 24.00000 592.80| | EXCAVATION, DRY | | | 0049 206-51230 1007.500 m3 | 35.00000 35262.50| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0050 206-51235 LUMP | 120000.00000 120000.00| | COFFERDAM , STR. NO. 3 | | | 0051 207-08262 41761.300 m2 | 5.00000 208806.50| | SUBGRADE TREATMENT, TYPE I | | | 0052 207-08263 57982.000 m2 | 5.00000 289910.00| | SUBGRADE TREATMENT, TYPE IA | | | 0053 207-08265 17997.500 m2 | 4.00000 71990.00| | SUBGRADE TREATMENT, TYPE IIA | | | 0054 210-08274 41.000 m3 | 132.00000 5412.00| | COMPOST | | | 0055 211-02050 10128.000 m3 | 25.00000 253200.00| | B BORROW | | | 0056 211-06467 408.900 m3 | 105.00000 42934.50| | AGGREGATE FOR END BENT BACKFILL | | | 0057 211-07454 24668.600 m3 | 24.00000 592046.40| | STRUCTURE BACKFILL | | | 0058 213-08058 96.600 m3 | 110.00000 10626.00| | FLOWABLE BACKFILL | | | 0059 301-07448 20281.100 Mg | 18.25000 370130.08| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0060 302-06464 8050.200 m3 | 45.00000 362259.00| | SUBBASE FOR PCCP | | | 0061 302-07455 288.400 m3 | 59.00000 17015.60| | DENSE GRADED SUBBASE | | | 0062 303-07449 24.300 Mg | 29.00000 704.70| | COMPACTED AGGREGATE, NO. 73 | | | 0063 304-07493 1457.200 Mg | 74.00000 107832.80| | WIDENING WITH HMA, TYPE B | | | 0064 304-07783 70.100 Mg | 94.00000 6589.40| | HMA PATCHING, TYPE D | | | 0065 306-08034 10259.300 m2 | 2.30000 23596.39| | MILLING, ASPHALT, 38 mm | | | 0066 306-08036 6229.500 m2 | 2.50000 15573.75| | MILLING, ASPHALT, 50 mm | | | 0067 401-06264 LUMP | 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 401-07335 6272.800 Mg | 108.00000 677462.40| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0069 401-07337 663.800 Mg | 105.00000 69699.00| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0070 401-07404 10429.300 Mg | 73.62000 767805.07| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0071 401-07405 1098.900 Mg | 70.25000 77197.73| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 MM | | | 0072 401-07409 18161.600 Mg | 63.58000 1154714.53| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0073 401-07410 7589.300 Mg | 65.75000 498996.48| | QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0074 401-07430 6496.500 Mg | 73.75000 479116.88| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0075 402-07786 46.500 Mg | 105.00000 4882.50| | HMA BASE, TYPE D | | | 0076 404-05511 1361.200 m2 | 4.00000 5444.80| | SEAL COAT, 2 | | | 0077 406-05520 83.330 Mg | 325.00000 27082.25| | ASPHALT FOR TACK COAT | | | 0078 501-04771 LUMP | 3450.00000 3450.00| | CORING CONCRETE PAVEMENT | | | 0079 501-06266 LUMP | 9720.00000 9720.00| | PROFILOGRAPH, PCCP | | | 0080 501-06323 30522.600 m2 | 61.30000 1871035.38| | QC/QA-PCCP, 300 mm | | | 0081 501-06325 12990.500 m2 | 61.30000 796317.65| | QC/QA-PCCP, 350 mm | | | 0082 503-03489 2472.000 EACH | 10.50000 25956.00| | RETROFITTED TIE BARS | | | 0083 503-05240 7878.700 m | 29.70000 233997.39| | D-1 CONTRACTION JOINT | | | 0084 503-05310 126.700 m | 395.00000 50046.50| | TERMINAL JOINT | | | 0085 601-01522 10.000 EACH | 1865.00000 18650.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0086 601-06224 4.000 EACH | 41975.00000 167900.00| | IMPACT ATTENUATOR, CR, W1, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 601-06228 1.000 EACH | 62200.00000 62200.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0088 601-06233 2.000 EACH | 7350.00000 14700.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0089 601-06238 2.000 EACH | 18060.00000 36120.00| | IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0090 601-06416 1.000 EACH | 525.00000 525.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 , STAGE 1 | | | 0091 601-06421 1.000 EACH | 8500.00000 8500.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 , STAGE 2 | | | 0092 601-08433 1.000 EACH | 735.00000 735.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0093 601-08434 1.000 EACH | 735.00000 735.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0094 601-94689 11.000 EACH | 2175.00000 23925.00| | GUARDRAIL END TREATMENT, OS | | | 0095 601-99105 739.140 m | 48.00000 35478.72| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0096 602-06729 17.000 EACH | 13.00000 221.00| | BARRIER DELINEATOR | | | 0097 602-91266 520.000 m | 150.00000 78000.00| | MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0098 603-06045 3185.400 m | 31.35000 99862.29| | FENCE, CHAIN LINK, 1220 mm | | | 0099 604-06070 134.900 m2 | 75.00000 10117.50| | SIDEWALK, CONCRETE | | | 0100 604-07902 10.800 m2 | 280.00000 3024.00| | CURB RAMP, CONCRETE, H | | | 0101 605-06090 120.800 m | 25.00000 3020.00| | CURB, INTEGRAL, CONCRETE | | | 0102 605-06095 198.300 m | 22.00000 4362.60| | CURB, INTEGRAL, B, CONCRETE | | | 0103 605-06120 116.900 m | 95.00000 11105.50| | CURB, CONCRETE | | | 0104 605-06140 1202.700 m | 55.00000 66148.50| | CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 605-06145 1874.300 m | 50.00000 93715.00| | CURB AND GUTTER, B, CONCRETE | | | 0106 605-06255 1355.300 m2 | 49.00000 66409.70| | CENTER CURB, D, CONCRETE | | | 0107 607-06370 74.200 m | 250.00000 18550.00| | PAVED SIDE DITCH, H | | | 0108 609-06259 1576.700 m2 | 100.00000 157670.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0109 609-06262 155.100 m2 | 155.00000 24040.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0110 610-07486 4363.800 Mg | 76.26000 332783.39| | HMA FOR APPROACHES, TYPE A | | | 0111 611-05330 2897.400 m2 | 72.00000 208612.80| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0112 611-06497 5.000 EACH | 195.00000 975.00| | MAILBOX ASSEMBLY, SINGLE | | | 0113 611-06498 1.000 EACH | 235.00000 235.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0114 615-06490 101.000 EACH | 115.00000 11615.00| | RIGHT OF WAY MARKER | | | 0115 615-06500 4.000 EACH | 462.00000 1848.00| | MONUMENT, A | | | 0116 615-06505 33.000 EACH | 462.00000 15246.00| | MONUMENT, B | | | 0117 615-06510 14.000 EACH | 400.00000 5600.00| | MONUMENT, C | | | 0118 615-06515 58.000 EACH | 115.00000 6670.00| | MONUMENT, D | | | 0119 615-06527 2.000 EACH | 420.00000 840.00| | MONUMENT, SECTION CORNER | | | 0120 616-02320 14262.100 m2 | 3.00000 42786.30| | GEOTEXTILES | | | 0121 616-05689 1313.000 Mg | 39.00000 51207.00| | RIPRAP, CLASS 2 | | | 0122 616-06405 5165.500 Mg | 33.00000 170461.50| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 616-06451 2126.000 Mg | 28.00000 59528.00| | RIPRAP, UNIFORM | | | 0124 621-01004 5.000 EACH | 740.00000 3700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0125 621-04258 3.200 kg | 6100.00000 19520.00| | SEED MIXTURE , SHORT PRAIRIE MIX | | | 0126 621-04258 40.000 kg | 1825.00000 73000.00| | SEED MIXTURE , TALL PRAIRIE MIX | | | 0127 621-06545 7.400 Mg | 770.00000 5698.00| | FERTILIZER | | | 0128 621-06554 1286.200 kg | 6.85000 8810.47| | SEED MIXTURE, U | | | 0129 621-06557 123.400 kg | 5.00000 617.00| | SEED MIXTURE, T | | | 0130 621-06565 41.300 Mg | 435.00000 17965.50| | MULCHING MATERIAL | | | 0131 621-06574 707.400 m2 | 4.20000 2971.08| | SODDING | | | 0132 621-06575 64839.700 m2 | 4.20000 272326.74| | SODDING, NURSERY | | | 0133 621-98038 48.000 m3 | 86.00000 4128.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0134 622-01937 17.000 EACH | 386.00000 6562.00| | PLANT , DECIDUOUS TREE COLUMNAR, SINGLE | | | STEM, | | | 0135 622-05626 33.000 EACH | 275.00000 9075.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0136 622-05640 420.000 EACH | 53.00000 22260.00| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0137 622-05650 87.000 EACH | 360.00000 31320.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0138 622-05654 1031.000 EACH | 15.75000 16238.25| | PLANT, PERENNIAL | | | 0139 622-52436 20.000 EACH | 42.00000 840.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 701-01849 1341.200 m | 120.00000 160944.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0141 701-06011 5.000 EACH | 2000.00000 10000.00| | DYNAMIC PILE LOAD TEST | | | 0142 701-06012 5.000 EACH | 1000.00000 5000.00| | TEST PILE, RESTRIKE | | | 0143 701-06027 5.000 EACH | 3000.00000 15000.00| | TEST PILE | | | 0144 701-95780 1847.200 m | 110.00000 203192.00| | PILE, STEEL H, HP 310 X 110 | | | 0145 701-98647 60.000 m | 200.00000 12000.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | | 16 mm, 356 mm | | | 0146 702-51005 754.900 m3 | 700.00000 528430.00| | CONCRETE, A, SUBSTRUCTURE | | | 0147 702-51015 102.900 m3 | 400.00000 41160.00| | CONCRETE, B, FOOTINGS | | | 0148 702-51090 45.000 kg | 70.00000 3150.00| | BRONZE PLATES | | | 0149 702-51100 1183.400 kg | 7.50000 8875.50| | DRAIN PIPE, CAST IRON, 150 mm | | | 0150 702-51110 988.800 kg | 10.00000 9888.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0151 702-51863 82.000 EACH | 20.00000 1640.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0152 703-06028 17842.000 kg | 1.76000 31401.92| | REINFORCING BARS | | | 0153 703-06029 330600.000 kg | 1.90000 628140.00| | REINFORCING BARS, EPOXY COATED | | | 0154 703-97936 3240.000 EACH | 15.00000 48600.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0155 704-04850 953.000 m2 | 105.00000 100065.00| | CONCRETE , STAMPED | | | 0156 704-51002 1614.300 m3 | 815.00000 1315654.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0157 706-05732 4.000 EACH | 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0158 706-05734 2.000 EACH | 1900.00000 3800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 706-06349 134.800 m | 310.00000 41788.00| | RAILING, TX | | | 0160 706-06372 4.000 EACH | 1900.00000 7600.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0161 706-51020 64.900 m3 | 550.00000 35695.00| | CONCRETE, C, RAILING | | | 0162 707-05982 48.000 m | 600.00000 28800.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0163 707-05984 580.000 m | 750.00000 435000.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0164 708-51813 2.000 m2 | 1000.00000 2000.00| | PNEUMATICALLY PLACED MORTAR | | | 0165 708-51814 2.000 m2 | 200.00000 400.00| | WELDED STEEL WIRE FABRIC | | | 0166 709-04919 3781.000 m2 | 22.00000 83182.00| | COATING , COLOR STAIN | | | 0167 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL , STR. NO. 1 | | | 0168 709-51821 LUMP | 16800.00000 16800.00| | SURFACE SEAL , STR. NO. 2 | | | 0169 709-51821 LUMP | 9100.00000 9100.00| | SURFACE SEAL , STR. NO. 3 | | | 0170 711-01786 24.000 EACH | 15.00000 360.00| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0171 711-51038 LUMP | 100000.00000 100000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0172 711-51038 LUMP | 2100000.00000 2100000.00| | STRUCTURAL STEEL , STR. NO. 2 | | | 0173 711-51070 86.000 EACH | 30.00000 2580.00| | ANCHOR PLATE, AP 1 | | | 0174 711-51080 8.000 EACH | 45.00000 360.00| | ANCHOR PLATE, AP 3 | | | 0175 715-02397 1.000 EACH | 1500.00000 1500.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0176 715-04618 1.000 EACH | 1600.00000 1600.00| | SAFETY METAL END SECTION, 6:1, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 715-05019 53.400 m | 240.00000 12816.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0178 715-05024 561.900 m | 240.00000 134856.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0179 715-05048 9191.700 m | 9.00000 82725.30| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0180 715-05053 559.900 m | 38.75000 21696.13| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0181 715-05119 100.800 m | 128.00000 12902.40| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0182 715-05149 643.600 m | 125.00000 80450.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0183 715-05151 1435.700 m | 137.70000 197695.89| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0184 715-05152 590.600 m | 146.00000 86227.60| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0185 715-05153 99.500 m | 328.00000 32636.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0186 715-05154 300.300 m | 201.00000 60360.30| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0187 715-05156 492.400 m | 210.00000 103404.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0188 715-05159 74.300 m | 363.00000 26970.90| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0189 715-05161 0.600 m | 2135.00000 1281.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0190 715-05168 8.400 m | 182.00000 1528.80| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0191 715-05169 35.800 m | 158.00000 5656.40| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0192 715-05171 15.600 m | 180.00000 2808.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0193 715-05177 138.100 m | 221.00000 30520.10| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0194 715-05363 9.100 m | 285.00000 2593.50| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0195 715-05407 64.400 m | 65.00000 4186.00| | PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 715-05428 23.800 m | 600.00000 14280.00| | PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0197 715-05596 1.200 m | 1190.00000 1428.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0198 715-05597 38.400 m | 313.00000 12019.20| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0199 715-05842 1.000 EACH | 3990.00000 3990.00| | CONCRETE ANCHOR, 1050 mm | | | 0200 715-06004 1.000 EACH | 4100.00000 4100.00| | CONCRETE ANCHOR, 1200 mm | | | 0201 715-06337 4.300 m | 440.00000 1892.00| | PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0202 715-07089 4.500 m | 950.00000 4275.00| | PIPE EXTENSION, DEFORMED, MIN. AREA 1. | | | 68 m2 | | | 0203 715-46000 3.000 EACH | 350.00000 1050.00| | PIPE END SECTION, 300 mm | | | 0204 715-46005 17.000 EACH | 375.00000 6375.00| | PIPE END SECTION, 375 mm | | | 0205 715-46010 8.000 EACH | 375.00000 3000.00| | PIPE END SECTION, 450 mm | | | 0206 715-46015 1.000 EACH | 475.00000 475.00| | PIPE END SECTION, 525 mm | | | 0207 715-46020 9.000 EACH | 425.00000 3825.00| | PIPE END SECTION, 600 mm | | | 0208 715-46030 3.000 EACH | 550.00000 1650.00| | PIPE END SECTION, 750 mm | | | 0209 715-46040 7.000 EACH | 695.00000 4865.00| | PIPE END SECTION, 900 mm | | | 0210 715-46055 2.000 EACH | 595.00000 1190.00| | PIPE END SECTION, MIN. AREA .17 m2 | | | 0211 718-06528 23.000 EACH | 600.00000 13800.00| | OUTLET PROTECTOR, 1 | | | 0212 718-06529 3.000 EACH | 575.00000 1725.00| | OUTLET PROTECTOR, 2 | | | 0213 718-06531 28.000 EACH | 550.00000 15400.00| | OUTLET PROTECTOR, 3 | | | 0214 718-06532 3000.000 m | 2.60000 7800.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0215 718-52610 1515.300 m3 | 37.00000 56066.10| | AGGREGATE FOR UNDERDRAINS | | | 0216 718-99153 24479.800 m2 | 1.80000 44063.64| | GEOTEXTILES FOR UNDERDRAIN | | | 0217 720-01150 1.000 EACH | 16300.00000 16300.00| | MANHOLE, F (WITH CASING TYPE 2) | | | 0218 720-44000 11.000 EACH | 475.00000 5225.00| | CASTING, ADJUST TO GRADE | | | 0219 720-44296 1.000 EACH | 350.00000 350.00| | CAP INLET | | | 0220 720-45030 3.000 EACH | 1425.00000 4275.00| | INLET, E7 | | | 0221 720-45035 2.000 EACH | 1525.00000 3050.00| | INLET, F7 | | | 0222 720-45235 2.000 EACH | 2150.00000 4300.00| | CATCH BASIN, E7 | | | 0223 720-45251 12.000 EACH | 1750.00000 21000.00| | CATCH BASIN, K10, MODIFIED | | | 0224 720-45265 2.000 EACH | 1500.00000 3000.00| | PIPE CATCH BASIN, 375 mm | | | 0225 720-45270 14.000 EACH | 1500.00000 21000.00| | PIPE CATCH BASIN, 450 mm | | | 0226 720-45410 36.000 EACH | 2600.00000 93600.00| | MANHOLE, C4 | | | 0227 720-45416 1.000 EACH | 5000.00000 5000.00| | MANHOLE, E4 | | | 0228 720-90129 9.000 EACH | 3500.00000 31500.00| | MANHOLE, J2 | | | 0229 720-90984 4.000 EACH | 2895.00000 11580.00| | MANHOLE, C2 | | | 0230 720-91352 3.000 EACH | 1535.00000 4605.00| | CATCH BASIN, F7 | | | 0231 720-93409 3.000 EACH | 2110.00000 6330.00| | INLET, B15, MODIFIED | | | 0232 720-93411 1.000 EACH | 2110.00000 2110.00| | INLET, C15, MODIFIED | | | 0233 720-94713 1.000 EACH | 2365.00000 2365.00| | CATCH BASIN, C15, MODIFIED | | | 0234 720-95164 10.000 EACH | 2275.00000 22750.00| | CATCH BASIN, B15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0235 720-95422 1.000 EACH | 3480.00000 3480.00| | MANHOLE, J4 | | | 0236 720-97958 1.000 EACH | 3080.00000 3080.00| | MANHOLE, K2 | | | 0237 720-98068 1.000 EACH | 9600.00000 9600.00| | MANHOLE, E2 | | | 0238 720-98174 5.000 EACH | 2195.00000 10975.00| | INLET, B15 | | | 0239 720-99416 13.000 EACH | 2265.00000 29445.00| | CATCH BASIN, B15 | | | 0240 720-99417 11.000 EACH | 2350.00000 25850.00| | CATCH BASIN, C15 | | | 0241 724-04163 68.000 m | 145.00000 9860.00| | STRUCTURAL EXPANSION JOINT SEAL, REPLAC | | | 0242 728-98377 LUMP | 5000.00000 5000.00| | MASONRY COATING , STR. NO. 2 | | | 0243 731-93945 3184.500 m2 | 175.00000 557287.50| | FACE PANELS, CONCRETE | | | 0244 731-93946 3184.500 m2 | 250.00000 796125.00| | WALL ERECTION | | | 0245 731-93947 520.000 m | 83.00000 43160.00| | LEVELING PAD, CONCRETE | | | 0246 801-01504 26.000 EACH | 50.00000 1300.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0247 801-01505 24.000 EACH | 68.00000 1632.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0248 801-03290 7.000 EACH | 350.00000 2450.00| | CONSTRUCTION SIGN, C | | | 0249 801-03291 4.000 EACH | 90.00000 360.00| | CONSTRUCTION SIGN, D | | | 0250 801-04308 9.000 EACH | 666.00000 5994.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0251 801-06203 15105.300 m | 0.50000 7552.65| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0252 801-06207 35981.000 m | 3.00000 107943.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0253 801-06218 23.000 m | 40.00000 920.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0254 801-06577 7.500 m | 40.00000 300.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0255 801-06625 35.000 EACH | 144.00000 5040.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0256 801-06640 50.000 EACH | 315.00000 15750.00| | CONSTRUCTION SIGN, A | | | 0257 801-06645 1.000 EACH | 55.00000 55.00| | CONSTRUCTION SIGN, B | | | 0258 801-06710 840.000 DAY | 12.10000 10164.00| | FLASHING ARROW SIGN | | | 0259 801-06775 LUMP | 149675.79000 149675.79| | MAINTAINING TRAFFIC | | | 0260 801-07118 489.600 m | 65.00000 31824.00| | BARRICADE, III-A | | | 0261 801-07119 100.800 m | 95.00000 9576.00| | BARRICADE, III-B | | | 0262 801-07120 12.000 m | 220.00000 2640.00| | BARRICADE, III, PERMANENT | | | 0263 801-07612 39.700 m | 7.95000 315.62| | TEMPORARY PAVEMENT MARKING, 600 mm | | | 0264 801-08388 2518.000 m | 100.00000 251800.00| | TEMPORARY TRAFFIC BARRIER | | | 0265 801-08389 1341.500 m | 103.00000 138174.50| | TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0266 801-53072 LUMP | 55500.00000 55500.00| | TEMPORARY TRAFFIC SIGNAL | | | 0267 802-02475 5.000 EACH | 368.00000 1840.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0268 802-05701 290.670 m | 38.00000 11045.46| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0269 802-05702 189.870 m | 34.80000 6607.48| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0270 802-07057 341.608 m2 | 163.00000 55682.10| | SIGN, PANEL, WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0271 802-07059 86.000 EACH | 71.20000 6123.20| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0272 802-07060 16.000 EACH | 95.00000 1520.00| | SIGN, SHEET, RELOCATE | | | 0273 802-07101 1.000 EACH | 16500.00000 16500.00| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0274 802-07102 1.000 EACH | 11250.00000 11250.00| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0275 802-07151 14.000 EACH | 322.00000 4508.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0276 802-07153 22.000 EACH | 371.00000 8162.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0277 802-07158 1.000 EACH | 3075.00000 3075.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0278 802-07159 4.000 EACH | 2825.00000 11300.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0279 802-07275 1.000 EACH | 7985.00000 7985.00| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0280 802-07278 1.000 EACH | 7350.00000 7350.00| | BOX TRUSS SIGN FOUNDATION, V-D | | | 0281 802-07285 4.000 EACH | 7225.00000 28900.00| | BOX TRUSS SIGN FOUNDATION, VI-C | | | 0282 802-76025 36.006 m2 | 196.00000 7057.18| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0283 802-76035 48.240 m2 | 207.00000 9985.68| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0284 802-76045 26.453 m2 | 280.00000 7406.84| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0285 802-76065 6.000 m | 129.00000 774.00| | SIGN POST, B | | | 0286 802-76095 6554.000 kg | 3.70000 24249.80| | STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0287 802-76115 2.000 EACH | 28250.00000 56500.00| | SPAN OVERHEAD SIGN STRUCTURE, TRI-CHORD | | | TRUSS, SINGLE END SUPPORT | | | 0288 802-76140 1.000 EACH | 21000.00000 21000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0289 802-76170 37.500 m | 570.00000 21375.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0290 802-94494 1.000 EACH | 9200.00000 9200.00| | SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0291 803-76110 2.000 EACH | 72000.00000 144000.00| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0292 804-06770 54.000 EACH | 21.00000 1134.00| | DELINEATOR POST | | | 0293 805-01815 2.000 EACH | 2285.00000 4570.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0294 805-01842 9.000 EACH | 842.40000 7581.60| | HANDHOLE, SIGNAL | | | 0295 805-02087 LUMP | 750.00000 750.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0296 805-06592 751.300 m | 47.47000 35664.21| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0297 805-78109 1.000 EACH | 12250.00000 12250.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0298 805-78205 8.000 EACH | 544.00000 4352.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0299 805-78215 4.000 EACH | 530.00000 2120.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0300 805-78415 3.000 EACH | 1925.00000 5775.00| | SPAN, CATENARY, AND TETHER | | | 0301 805-78420 4.000 EACH | 201.00000 804.00| | DISCONNECT HANGER | | | 0302 805-78445 1.000 EACH | 739.00000 739.00| | SIGNAL SERVICE (METERED) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0303 805-78467 14.200 m | 6.89000 97.84| | SIGNAL CABLE, 3C 8GA. | | | 0304 805-78485 264.000 m | 4.24000 1119.36| | SIGNAL CABLE, 5C 14GA. | | | 0305 805-78490 329.000 m | 4.89000 1608.81| | SIGNAL CABLE, 7C 14GA. | | | 0306 805-78510 1199.400 m | 3.10000 3718.14| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0307 805-78746 463.900 m | 30.00000 13917.00| | PREFORMED LOOP DETECTORS | | | 0308 805-78925 1.000 EACH | 1085.00000 1085.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0309 805-81032 4.000 EACH | 3625.00000 14500.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0310 805-86810 4.000 EACH | 4120.00000 16480.00| | SERVICE POINT, II | | | 0311 805-86820 23.000 EACH | 691.00000 15893.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0312 805-86889 920.000 m | 1.55000 1426.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0313 805-86920 60.000 EACH | 27.85000 1671.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0314 805-92504 10.000 EACH | 186.00000 1860.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0315 805-92512 2.000 EACH | 2575.00000 5150.00| | MICROLOOP DETECTOR | | | 0316 805-96014 175.200 m | 29.00000 5080.80| | SAW CUT, FULL DEPTH | | | 0317 805-98335 4000.000 m | 25.00000 100000.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0318 805-98336 300.000 m | 25.00000 7500.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0319 807-07211 1.000 EACH | 1800.00000 1800.00| | LIGHT POLE, 12.8 m E.M.H., 6.1 m MAST | | | ARM, , TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0320 807-82004 2.000 EACH | 537.00000 1074.00| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0321 807-82058 1.000 EACH | 2300.00000 2300.00| | UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0322 807-82120 1.000 EACH | 19000.00000 19000.00| | LIGHT POLE, HIGH MAST, 27 m E.M.H. | | | 0323 807-82400 2.000 EACH | 21000.00000 42000.00| | LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0324 807-84688 1.000 EACH | 1425.00000 1425.00| | LIGHT POLE, 11.6 m E.M.H., 1.5 m MAST | | | ARM, TRANSFORMER BASE | | | 0325 807-84740 1.000 EACH | 1581.00000 1581.00| | LIGHT POLE, 12.2 m E.M.H., 1.5 m MAST | | | ARM, TRANSFORMER BASE | | | 0326 807-84752 3.000 EACH | 1485.00000 4455.00| | LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0327 807-84760 1.000 EACH | 1600.00000 1600.00| | LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0328 807-84804 2.000 EACH | 1640.00000 3280.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0329 807-84814 14.000 EACH | 1665.00000 23310.00| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0330 807-86620 23.000 EACH | 213.00000 4899.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0331 807-86635 16.000 EACH | 496.00000 7936.00| | LUMINAIRE, ROADWAY, MERCURY VAPOR, 250 | | | WATT | | | 0332 807-86665 16.000 EACH | 554.00000 8864.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0333 807-86750 8.000 EACH | 520.00000 4160.00| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0334 807-86830 3.000 EACH | 4920.00000 14760.00| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0335 807-86910 30.000 EACH | 45.00000 1350.00| | CONNECTOR KIT, UNFUSED | | | 0336 807-86915 34.000 EACH | 45.00000 1530.00| | CONNECTOR KIT, FUSED | | | 0337 807-86930 52.000 EACH | 27.85000 1448.20| | INSULATION LINK, NONWATERPROOFED | | | 0338 807-86950 35.000 EACH | 34.50000 1207.50| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0339 807-86955 12.000 EACH | 173.00000 2076.00| | CABLE DUCT MARKER | | | 0340 807-96868 10.000 EACH | 283.00000 2830.00| | LUMINAIRE, INSTALL | | | 0341 808-03002 1340.000 m | 1.75000 2345.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0342 808-03631 774.600 m | 1.50000 1161.90| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0343 808-03632 141.600 m | 1.50000 212.40| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0344 808-04896 35.400 m | 2.00000 70.80| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0345 808-05534 854.000 m | 3.38000 2886.52| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0346 808-05535 91.000 m | 19.00000 1729.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0347 808-06701 978.700 m | 1.15000 1125.51| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0348 808-06703 4942.400 m | 0.99000 4892.98| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0349 808-06713 8051.000 m | 0.50000 4025.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0350 808-06714 5002.000 m | 0.50000 2501.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0351 808-06716 9200.000 m | 1.18000 10856.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 165 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,701,653 ROUTE : I-70 CALL ORDER : 165 CONTRACT ID : R -27385-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0352 808-06848 152.000 m | 24.00000 3648.00| | LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0353 808-74805 46.000 m | 22.00000 1012.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0354 808-74807 22.000 EACH | 130.00000 2860.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0355 808-74808 8.000 EACH | 200.00000 1600.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0356 808-74811 688.000 m | 2.25000 1548.00| | LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0357 808-75008 594.000 m | 1.10000 653.40| | LINE, PAINT, SOLID, WHITE, 200 mm | | | 0358 808-75240 629.400 m | 0.91000 572.75| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0359 808-75245 9254.000 m | 1.05000 9716.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0360 808-75297 141.700 m | 20.00000 2834.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0361 808-75320 38.000 EACH | 94.00000 3572.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0362 808-75325 36.000 EACH | 114.00000 4104.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0363 808-75998 748.000 EACH | 18.25000 13651.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 27,987,250.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,987,250.00| $ 11,643,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/03/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 3,822,496.63 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 3,873,138.48 101.3248% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,930,171.00 102.8169% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 52500.00000 52500.00| 100000.00000 100000.00| 42000.00000 42000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1600.00000 24000.00| 1600.00000 24000.00| 1350.00000 20250.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 225.00000 450.00| 250.00000 500.00| 75.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 30.000 MOS | 175.00000 5250.00| 75.00000 2250.00| 75.00000 2250.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 191124.83000 191124.83| 190000.00000 190000.00| 196250.00000 196250.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 95562.42000 95562.42| 96000.00000 96000.00| 78500.00000 78500.00 CLEARING RIGHT OF WAY | | | 0011 202-02241 52.000 m | 12.00000 624.00| 10.00000 520.00| 12.25000 637.00 GUARDRAIL, REMOVE | | | 0012 202-02279 39.000 m | 25.00000 975.00| 20.00000 780.00| 14.00000 546.00 CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-52710 32.000 m2 | 15.00000 480.00| 6.00000 192.00| 11.50000 368.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 203-02000 32607.000 m3 | 5.25000 171186.75| 20.00000 652140.00| 9.00000 293463.00 EXCAVATION, COMMON | | | 0015 203-02070 22130.000 m3 | 8.40000 185892.00| 5.00000 110650.00| 9.90000 219087.00 BORROW | | | 0016 205-06931 644.000 Mg | 45.00000 28980.00| 30.00000 19320.00| 63.00000 40572.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 1.000 EACH | 150.00000 150.00| 135.00000 135.00| 140.00000 140.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1248.000 m | 4.25000 5304.00| 3.90000 4867.20| 4.25000 5304.00 TEMPORARY SILT FENCE | | | 0019 207-08262 35851.000 m2 | 5.25000 188217.75| 1.50000 53776.50| 4.90000 175669.90 SUBGRADE TREATMENT, TYPE I | | | 0020 211-07454 1373.000 m3 | 35.00000 48055.00| 15.00000 20595.00| 24.00000 32952.00 STRUCTURE BACKFILL | | | 0021 301-07448 6348.000 Mg | 16.00000 101568.00| 15.00000 95220.00| 14.00000 88872.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-60012 262.000 Mg | 27.25000 7139.50| 35.00000 9170.00| 13.00000 3406.00 AGGREGATE, 2 | | | 0023 303-97820 262.000 Mg | 23.25000 6091.50| 35.00000 9170.00| 13.00000 3406.00 AGGREGATE, 8 | | | 0024 306-08034 396.000 m2 | 15.00000 5940.00| 10.00000 3960.00| 13.00000 5148.00 MILLING, ASPHALT, 38 mm | | | 0025 401-06264 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| 425.00000 425.00 PROFILOGRAPH, HMA | | | 0026 401-07321 1282.000 Mg | 79.00000 101278.00| 72.18000 92534.76| 77.50000 99355.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07327 2504.000 Mg | 77.00000 192808.00| 70.85000 177408.40| 77.50000 194060.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0028 401-07390 4203.000 Mg | 56.50000 237469.50| 52.15000 219186.45| 61.95000 260375.85 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0029 401-07407 2276.000 Mg | 56.50000 128594.00| 51.83000 117965.08| 63.50000 144526.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0030 401-07423 8199.000 Mg | 57.00000 467343.00| 52.39000 429545.61| 60.10000 492759.90 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 401-07429 4396.000 Mg | 68.00000 298928.00| 62.29000 273826.84| 73.75000 324205.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 402-07450 792.000 Mg | 78.00000 61776.00| 74.32000 58861.44| 66.00000 52272.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0033 402-07453 200.000 Mg | 95.00000 19000.00| 83.52000 16704.00| 90.00000 18000.00 HMA FOR TEMPORARY PAVEMENT | | | 0034 406-05520 40.000 Mg | 400.00000 16000.00| 350.00000 14000.00| 425.00000 17000.00 ASPHALT FOR TACK COAT | | | 0035 601-01848 1.000 EACH | 1925.00000 1925.00| 1925.00000 1925.00| 1835.00000 1835.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0036 601-02103 15.000 m | 62.00000 930.00| 62.00000 930.00| 60.00000 900.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0037 601-05999 2.000 EACH | 48.00000 96.00| 48.00000 96.00| 49.00000 98.00 CURVED TERMINAL END | | | 0038 601-06854 1.000 EACH | 2575.00000 2575.00| 2575.00000 2575.00| 2625.00000 2625.00 GUARDRAIL, W-BEAM, NESTED | | | 0039 601-06854 2.000 EACH | 265.00000 530.00| 265.00000 530.00| 270.00000 540.00 GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0040 601-94689 3.000 EACH | 2150.00000 6450.00| 2150.00000 6450.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH | 800.00000 800.00| 800.00000 800.00| 825.00000 825.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 351.000 m | 47.00000 16497.00| 47.00000 16497.00| 49.00000 17199.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 604-07901 6.000 m2 | 275.00000 1650.00| 125.00000 750.00| 160.00000 960.00 CURB RAMP, CONCRETE, G | | | 0044 604-07902 7.000 m2 | 275.00000 1925.00| 125.00000 875.00| 156.00000 1092.00 CURB RAMP, CONCRETE, H | | | 0045 605-06140 258.000 m | 70.00000 18060.00| 50.00000 12900.00| 65.00000 16770.00 CURB AND GUTTER, CONCRETE | | | 0046 610-07486 10.000 Mg | 260.00000 2600.00| 170.56000 1705.60| 180.00000 1800.00 HMA FOR APPROACHES, TYPE A | | | 0047 615-06505 16.000 EACH | 440.00000 7040.00| 440.00000 7040.00| 444.00000 7104.00 MONUMENT, B | | | 0048 615-06510 6.000 EACH | 395.00000 2370.00| 395.00000 2370.00| 400.00000 2400.00 MONUMENT, C | | | 0049 615-06527 1.000 EACH | 440.00000 440.00| 440.00000 440.00| 449.00000 449.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 616-02320 7075.000 m2 | 2.50000 17687.50| 2.00000 14150.00| 1.80000 12735.00 GEOTEXTILES | | | 0051 616-05688 436.000 Mg | 31.00000 13516.00| 35.00000 15260.00| 38.00000 16568.00 RIPRAP, CLASS 1 | | | 0052 616-05689 1075.000 Mg | 24.75000 26606.25| 34.00000 36550.00| 35.00000 37625.00 RIPRAP, CLASS 2 | | | 0053 616-06405 3618.000 Mg | 27.75000 100399.50| 30.00000 108540.00| 28.00000 101304.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 750.00000 1500.00| 690.00000 1380.00| 790.00000 1580.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 4.000 Mg | 60.00000 240.00| 55.12000 220.48| 60.00000 240.00 FERTILIZER | | | 0056 621-06559 38224.000 m2 | 0.38000 14525.12| 0.36000 13760.64| 0.36000 13760.64 MULCHED SEEDING, R | | | 0057 621-06574 3049.000 m2 | 5.00000 15245.00| 3.17000 9665.33| 4.40000 13415.60 SODDING | | | 0058 622-52436 29.000 EACH | 44.50000 1290.50| 25.00000 725.00| 42.00000 1218.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 2318.000 EACH | 8.75000 20282.50| 8.10000 18775.80| 8.50000 19703.00 SEEDLING | | | 0060 702-90915 66.000 m3 | 800.00000 52800.00| 750.00000 49500.00| 695.00000 45870.00 CONCRETE, A | | | 0061 703-51030 6526.000 kg | 3.00000 19578.00| 2.00000 13052.00| 2.00000 13052.00 REINFORCING STEEL | | | 0062 714-07534 32.000 m | 3600.00000 115200.00| 3000.00000 96000.00| 3700.00000 118400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0063 714-26702 24.000 m | 1150.00000 27600.00| 1200.00000 28800.00| 1175.00000 28200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0064 714-26717 48.000 m | 2550.00000 122400.00| 2100.00000 100800.00| 2350.00000 112800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0065 714-26717 20.000 m | 3050.00000 61000.00| 3000.00000 60000.00| 2750.00000 55000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , RAILROAD | | | DESIGN | | | 0066 715-05019 37.000 m | 215.00000 7955.00| 190.00000 7030.00| 210.00000 7770.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 715-05048 4497.000 m | 12.00000 53964.00| 10.00000 44970.00| 9.65000 43396.05 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 230.000 m | 42.50000 9775.00| 38.00000 8740.00| 35.75000 8222.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05128 36.000 m | 325.00000 11700.00| 300.00000 10800.00| 275.00000 9900.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0070 715-05151 34.000 m | 175.00000 5950.00| 85.00000 2890.00| 103.00000 3502.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05169 54.000 m | 115.00000 6210.00| 85.00000 4590.00| 132.00000 7128.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05173 14.000 m | 165.00000 2310.00| 135.00000 1890.00| 145.00000 2030.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0073 715-05242 30.000 m | 285.00000 8550.00| 300.00000 9000.00| 435.00000 13050.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0074 715-05272 66.000 m | 1150.00000 75900.00| 750.00000 49500.00| 1100.00000 72600.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.44 | | | m2 | | | 0075 715-06004 2.000 EACH | 2000.00000 4000.00| 1000.00000 2000.00| 1500.00000 3000.00 CONCRETE ANCHOR, 1200 mm | | | 0076 715-06501 2.000 EACH | 2500.00000 5000.00| 1000.00000 2000.00| 1325.00000 2650.00 CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0077 715-46005 8.000 EACH | 500.00000 4000.00| 400.00000 3200.00| 360.00000 2880.00 PIPE END SECTION, 375 mm | | | 0078 715-46020 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 445.00000 890.00 PIPE END SECTION, 600 mm | | | 0079 715-46040 2.000 EACH | 925.00000 1850.00| 1000.00000 2000.00| 585.00000 1170.00 PIPE END SECTION, 900 mm | | | 0080 718-06531 44.000 EACH | 500.00000 22000.00| 500.00000 22000.00| 525.00000 23100.00 OUTLET PROTECTOR, 3 | | | 0081 718-06532 1000.000 m | 2.75000 2750.00| 2.50000 2500.00| 3.45000 3450.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 944.000 m3 | 36.75000 34692.00| 37.50000 35400.00| 34.00000 32096.00 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 8414.000 m2 | 1.65000 13883.10| 1.00000 8414.00| 1.83000 15397.62 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-45030 1.000 EACH | 1800.00000 1800.00| 1500.00000 1500.00| 1650.00000 1650.00 INLET, E7 | | | 0085 720-45055 1.000 EACH | 1500.00000 1500.00| 1600.00000 1600.00| 1850.00000 1850.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 720-98174 2.000 EACH | 1900.00000 3800.00| 2000.00000 4000.00| 2225.00000 4450.00 INLET, B15 | | | 0087 720-98555 1.000 EACH | 1950.00000 1950.00| 2000.00000 2000.00| 2240.00000 2240.00 INLET, C15 | | | 0088 723-06660 75.000 m2 | 1050.00000 78750.00| 750.00000 56250.00| 1750.00000 131250.00 WINGWALL | | | 0089 801-04308 14.000 EACH | 350.00000 4900.00| 350.00000 4900.00| 310.00000 4340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06203 3304.000 m | 1.25000 4130.00| 0.75000 2478.00| 1.20000 3964.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0091 801-06207 1680.000 m | 3.75000 6300.00| 3.00000 5040.00| 3.55000 5964.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0092 801-06625 22.000 EACH | 135.00000 2970.00| 55.00000 1210.00| 115.00000 2530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 37.000 EACH | 350.00000 12950.00| 200.00000 7400.00| 310.00000 11470.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 22.000 EACH | 55.00000 1210.00| 65.00000 1430.00| 51.00000 1122.00 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 76631.36000 76631.36| 50000.00000 50000.00| 12388.04000 12388.04 MAINTAINING TRAFFIC | | | 0096 801-07119 36.000 m | 43.50000 1566.00| 70.00000 2520.00| 42.00000 1512.00 BARRICADE, III-B | | | 0097 802-05701 51.000 m | 45.00000 2295.00| 45.00000 2295.00| 46.00000 2346.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0098 802-05702 28.000 m | 24.50000 686.00| 25.00000 700.00| 25.00000 700.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0099 802-76025 6.000 m2 | 224.00000 1344.00| 225.00000 1350.00| 229.00000 1374.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0100 802-76035 7.000 m2 | 204.00000 1428.00| 205.00000 1435.00| 208.00000 1456.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0101 808-06703 419.000 m | 1.15000 481.85| 0.90000 377.10| 1.10000 460.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0102 808-06716 85.000 m | 4.25000 361.25| 3.25000 276.25| 4.20000 357.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,721,302.08 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27514-B COUNTIES : FAYETTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |BEATY CONSTRUCTION, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 808-75245 8178.000 m | 1.15000 9404.70| 9.00000 73602.00| 1.10000 8995.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0104 808-75290 125.000 m | 10.75000 1343.75| 10.00000 1250.00| 10.20000 1275.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0105 808-75297 28.000 m | 32.50000 910.00| 10.00000 280.00| 32.00000 896.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0106 808-75320 8.000 EACH | 65.00000 520.00| 55.00000 440.00| 61.20000 489.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0107 808-75325 8.000 EACH | 85.00000 680.00| 80.00000 640.00| 81.60000 652.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0108 808-75340 1.000 EACH | 550.00000 550.00| 300.00000 300.00| 510.00000 510.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0109 808-75998 422.000 EACH | 18.00000 7596.00| 18.00000 7596.00| 21.50000 9073.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,822,496.63| $ 3,873,138.48| $ 3,930,171.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,822,496.63| $ 3,873,138.48| $ 3,930,171.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,356.50 ROUTE : US 36 CALL ORDER : 191 CONTRACT ID : R -27795-A COUNTIES : MADISON LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 459,555.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 479,877.00 104.4221% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 4940.00000 4940.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2100.00000 16800.00| 2500.00000 20000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 22900.00000 22900.00| 23950.00000 23950.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9100.00000 9100.00| 9551.00000 9551.00| CLEARING RIGHT OF WAY | | | 0008 202-78515 LUMP | 1530.00000 1530.00| 1800.00000 1800.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 622.000 m3 | 40.00000 24880.00| 50.00000 31100.00| EXCAVATION, COMMON | | | 0010 203-02070 639.000 m3 | 50.00000 31950.00| 10.00000 6390.00| BORROW | | | 0011 205-03371 10.000 m3 | 60.00000 600.00| 43.00000 430.00| SEDIMENT REMOVE | | | 0012 205-06931 31.000 Mg | 180.00000 5580.00| 56.00000 1736.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,356.50 ROUTE : US 36 CALL ORDER : 191 CONTRACT ID : R -27795-A COUNTIES : MADISON LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 100.000 m | 11.00000 1100.00| 6.00000 600.00| TEMPORARY SILT FENCE | | | 0014 207-08263 2499.000 m2 | 15.00000 37485.00| 13.00000 32487.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 1.200 m3 | 67.00000 80.40| 40.00000 48.00| STRUCTURE BACKFILL | | | 0016 213-08058 10.100 m3 | 137.00000 1383.70| 80.00000 808.00| FLOWABLE BACKFILL | | | 0017 301-07448 1302.000 Mg | 25.00000 32550.00| 20.00000 26040.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07494 195.000 Mg | 60.00000 11700.00| 80.00000 15600.00| WIDENING WITH HMA, TYPE C | | | 0019 306-08036 6689.000 m2 | 1.50000 10033.50| 2.00000 13378.00| MILLING, ASPHALT, 50 mm | | | 0020 401-07334 658.000 Mg | 75.00000 49350.00| 86.00000 56588.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 1096.000 Mg | 55.00000 60280.00| 63.00000 69048.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07408 504.000 Mg | 60.00000 30240.00| 71.00000 35784.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0023 406-05520 4.200 Mg | 300.00000 1260.00| 370.00000 1554.00| ASPHALT FOR TACK COAT | | | 0024 610-07487 15.000 Mg | 120.00000 1800.00| 140.00000 2100.00| HMA FOR APPROACHES, TYPE B | | | 0025 615-06490 13.000 EACH | 135.00000 1755.00| 150.00000 1950.00| RIGHT OF WAY MARKER | | | 0026 615-06505 6.000 EACH | 450.00000 2700.00| 500.00000 3000.00| MONUMENT, B | | | 0027 615-06510 1.000 EACH | 350.00000 350.00| 390.00000 390.00| MONUMENT, C | | | 0028 615-06527 1.000 EACH | 350.00000 350.00| 390.00000 390.00| MONUMENT, SECTION CORNER | | | 0029 621-06545 0.100 Mg | 447.00000 44.70| 500.00000 50.00| FERTILIZER | | | 0030 621-06557 34.000 kg | 10.27000 349.18| 11.00000 374.00| SEED MIXTURE, T | | | 0031 621-06559 3313.000 m2 | 0.51000 1689.63| 1.00000 3313.00| MULCHED SEEDING, R | | | 0032 621-06565 1.500 Mg | 445.00000 667.50| 500.00000 750.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,356.50 ROUTE : US 36 CALL ORDER : 191 CONTRACT ID : R -27795-A COUNTIES : MADISON LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06567 7.600 kL | 10.00000 76.00| 10.00000 76.00| WATER | | | 0034 621-06575 423.000 m2 | 4.34000 1835.82| 5.00000 2115.00| SODDING, NURSERY | | | 0035 715-05115 150.000 m | 65.00000 9750.00| 70.00000 10500.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0036 715-05116 150.000 m | 70.00000 10500.00| 75.00000 11250.00| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0037 715-05117 50.000 m | 80.00000 4000.00| 110.00000 5500.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0038 715-05121 17.500 m | 300.00000 5250.00| 130.00000 2275.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0039 715-05596 1.500 m | 500.00000 750.00| 110.00000 165.00| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0040 715-08306 13.000 Mg | 135.00000 1755.00| 120.00000 1560.00| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0041 715-46010 3.000 EACH | 360.00000 1080.00| 500.00000 1500.00| PIPE END SECTION, 450 mm | | | 0042 715-46020 2.000 EACH | 405.00000 810.00| 560.00000 1120.00| PIPE END SECTION, 600 mm | | | 0043 801-06203 4400.000 m | 0.82000 3608.00| 1.10000 4840.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06640 30.000 EACH | 140.00000 4200.00| 170.00000 5100.00| CONSTRUCTION SIGN, A | | | 0045 801-06645 3.000 EACH | 45.00000 135.00| 73.00000 219.00| CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP | 11674.70000 11674.70| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0047 802-05701 24.200 m | 30.00000 726.00| 30.00000 726.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0048 802-76025 1.460 m2 | 179.00000 261.34| 200.00000 292.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0049 802-76035 1.620 m2 | 184.00000 298.08| 200.00000 324.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0050 805-01815 4.000 EACH | 2010.00000 8040.00| 2200.00000 8800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,356.50 ROUTE : US 36 CALL ORDER : 191 CONTRACT ID : R -27795-A COUNTIES : MADISON LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 805-01842 1.000 EACH | 950.00000 950.00| 1100.00000 1100.00| HANDHOLE, SIGNAL | | | 0052 805-01879 1.000 EACH | 392.00000 392.00| 440.00000 440.00| SIGNAL SERVICE | | | 0053 805-02087 LUMP | 550.00000 550.00| 610.00000 610.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0054 805-04091 1.000 EACH | 800.00000 800.00| 890.00000 890.00| CONTROLLER AND CABINET, MENU DRIVEN, 2 | | | PHASE | | | 0055 805-06592 29.000 m | 50.00000 1450.00| 56.00000 1624.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0056 805-78190 4.000 EACH | 305.00000 1220.00| 340.00000 1360.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0057 805-78195 2.000 EACH | 294.00000 588.00| 330.00000 660.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0058 805-78415 3.000 EACH | 1160.00000 3480.00| 1300.00000 3900.00| SPAN, CATENARY, AND TETHER | | | 0059 805-78420 3.000 EACH | 256.00000 768.00| 290.00000 870.00| DISCONNECT HANGER | | | 0060 805-78467 9.000 m | 7.20000 64.80| 8.00000 72.00| SIGNAL CABLE, 3C 8GA. | | | 0061 805-78485 189.000 m | 7.30000 1379.70| 8.00000 1512.00| SIGNAL CABLE, 5C 14GA. | | | 0062 805-81032 4.000 EACH | 2900.00000 11600.00| 3200.00000 12800.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0063 808-06703 1432.000 m | 1.25000 1790.00| 2.00000 2864.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0064 808-06705 42.000 m | 3.25000 136.50| 4.00000 168.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0065 808-75215 32.000 m | 4.90000 156.80| 7.00000 224.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0066 808-75245 738.000 m | 1.25000 922.50| 2.00000 1476.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75297 7.200 m | 11.00000 79.20| 15.00000 108.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,356.50 ROUTE : US 36 CALL ORDER : 191 CONTRACT ID : R -27795-A COUNTIES : MADISON LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 808-75320 4.000 EACH | 68.00000 272.00| 78.00000 312.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75325 3.000 EACH | 70.00000 210.00| 110.00000 330.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75996 65.000 EACH | 10.50000 682.50| 6.00000 390.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 65.000 EACH | 36.00000 2340.00| 39.00000 2535.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 371.000 m | 3.25000 1205.75| 4.00000 1484.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0073 808-99176 28.700 m | 11.00000 315.70| 20.00000 574.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 459,555.00| $ 479,877.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 459,555.00| $ 479,877.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 195 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,598,212.47 ROUTE : CALL ORDER : 195 CONTRACT ID : R -27847-B COUNTIES : MARSHALL LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/23/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,506,636.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,568,801.74 104.1261% 3 35-0997978 PHEND & BROWN, INC. $ 1,569,937.91 104.2015% ==================================================================================================================================== |( 1 ) 35-1561256 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |KASER-SPRAKER CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN/BICYCLE FACILITY | | | 0001 105-06845 LUMP | 47450.00000 47450.00| 34700.00000 34700.00| 33400.00000 33400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2175.00000 19575.00| 2300.00000 20700.00| 1885.00000 16965.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP | 106229.00000 106229.00| 120000.00000 120000.00| 77000.00000 77000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 59760.00000 59760.00| 166000.00000 166000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 3743.000 CYS | 7.00000 26201.00| 22.00000 82346.00| 21.35000 79913.05 EXCAVATION, COMMON | | | 0006 203-02070 1269.000 CYS | 15.00000 19035.00| 30.00000 38070.00| 17.00000 21573.00 BORROW | | | 0007 203-51223 972.000 CYS | 27.00000 26244.00| 10.00000 9720.00| 10.00000 9720.00 EXCAVATION, WATERWAY | | | 0008 205-06933 6.000 EACH | 115.00000 690.00| 60.00000 360.00| 60.00000 360.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 6073.000 LFT | 1.50000 9109.50| 2.75000 16700.75| 1.16000 7044.68 TEMPORARY SILT FENCE | | | 0010 206-51230 110.000 CYS | 21.00000 2310.00| 10.00000 1100.00| 10.00000 1100.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 210-04181 3.000 EACH | 600.00000 1800.00| 770.00000 2310.00| 460.00000 1380.00 BICYCLE RACK | | | 0012 210-06986 30.000 SYS | 104.00000 3120.00| 95.00000 2850.00| 85.00000 2550.00 PAVEMENT SYSTEM, POROUS GREEN | | | 0013 211-06467 42.000 CYS | 89.00000 3738.00| 44.00000 1848.00| 44.00000 1848.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 195 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,598,212.47 ROUTE : CALL ORDER : 195 CONTRACT ID : R -27847-B COUNTIES : MARSHALL LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1561256 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |KASER-SPRAKER CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 211-07454 134.000 CYS | 30.00000 4020.00| 20.00000 2680.00| 12.70000 1701.80 STRUCTURE BACKFILL | | | 0015 212-06282 5911.000 CYS | 8.00000 47288.00| 2.00000 11822.00| 17.00000 100487.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | TOPSOIL | | | 0016 301-07448 4714.500 TON | 28.00000 132006.00| 30.00000 141435.00| 28.00000 132006.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 304-07489 22.000 TON | 156.00000 3432.00| 180.00000 3960.00| 100.00000 2200.00 HMA PATCHING, TYPE A | | | 0018 304-07492 20.200 TON | 127.00000 2565.40| 190.00000 3838.00| 89.50000 1807.90 WIDENING WITH HMA, TYPE A | | | 0019 306-08034 64.900 SYS | 34.00000 2206.60| 40.00000 2596.00| 20.00000 1298.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 402-07432 590.400 TON | 91.50000 54021.60| 63.00000 37195.20| 91.00000 53726.40 HMA SURFACE, TYPE A | | | 0021 402-07435 1180.900 TON | 64.50000 76168.05| 59.00000 69673.10| 53.40000 63060.06 HMA INTERMEDIATE, TYPE A | | | 0022 402-07440 5.800 TON | 153.00000 887.40| 137.00000 794.60| 89.50000 519.10 HMA BASE, TYPE A | | | 0023 402-07450 267.100 TON | 93.50000 24973.85| 61.00000 16293.10| 46.50000 12420.15 HMA, TYPE A, WEDGE AND LEVEL | | | 0024 406-05520 2.800 TON | 324.00000 907.20| 1.00000 2.80| 427.00000 1195.60 ASPHALT FOR TACK COAT | | | 0025 604-01920 24.300 SYS | 240.00000 5832.00| 160.00000 3888.00| 203.00000 4932.90 CONCRETE PAVERS | | | 0026 604-07897 28.000 SYS | 200.00000 5600.00| 240.00000 6720.00| 137.00000 3836.00 CURB RAMP, CONCRETE, C , MOFIFIED, | | | EXPOSED AGGREGATE | | | 0027 604-07900 144.300 SYS | 100.00000 14430.00| 160.00000 23088.00| 137.00000 19769.10 CURB RAMP, CONCRETE, F , EXPOSED | | | AGGREGATE | | | 0028 604-90256 12.600 SYS | 90.00000 1134.00| 67.00000 844.20| 112.00000 1411.20 SIDEWALK, CONCRETE, 6 IN. | | | 0029 604-90256 163.000 SYS | 100.00000 16300.00| 45.00000 7335.00| 137.00000 22331.00 SIDEWALK, CONCRETE, 6 IN. , EXPOSED | | | AGGREGATE | | | 0030 604-90256 13.400 SYS | 90.00000 1206.00| 130.00000 1742.00| 159.00000 2130.60 SIDEWALK, CONCRETE, 6 IN. , MODIFIED | | | 0031 604-91531 299.000 SYS | 55.00000 16445.00| 44.00000 13156.00| 65.00000 19435.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 195 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,598,212.47 ROUTE : CALL ORDER : 195 CONTRACT ID : R -27847-B COUNTIES : MARSHALL LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1561256 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |KASER-SPRAKER CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-91531 114.700 SYS | 80.00000 9176.00| 38.00000 4358.60| 137.00000 15713.90 SIDEWALK, CONCRETE, 4 IN. , EXPOSED | | | AGGREGATE | | | 0033 605-06125 28.000 LFT | 35.00000 980.00| 28.00000 784.00| 22.00000 616.00 CURB, CONCRETE, MODIFIED | | | 0034 611-03671 4.000 EACH | 1640.00000 6560.00| 2000.00000 8000.00| 1800.00000 7200.00 TRASH RECEPTACLE | | | 0035 616-02320 717.000 SYS | 2.50000 1792.50| 2.00000 1434.00| 2.00000 1434.00 GEOTEXTILES | | | 0036 616-06405 468.000 TON | 54.50000 25506.00| 31.00000 14508.00| 31.00000 14508.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH | 400.00000 1200.00| 325.00000 975.00| 325.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 16468.800 SYS | 0.75000 12351.60| 2.80000 46112.64| 0.44000 7246.27 MULCHED SEEDING, R | | | 0039 621-08161 319.400 SYS | 12.00000 3832.80| 6.50000 2076.10| 6.75000 2155.95 PERMANENT TURF REINFORCEMENT MAT | | | 0040 621-98038 130.000 CYS | 77.00000 10010.00| 69.00000 8970.00| 69.25000 9002.50 MULCH, HARDWOOD SHREDDED BARK | | | 0041 622-05640 10.000 EACH | 105.00000 1050.00| 90.00000 900.00| 90.00000 900.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0042 622-05649 10.000 EACH | 320.00000 3200.00| 275.00000 2750.00| 275.00000 2750.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0043 622-05654 277.000 EACH | 26.00000 7202.00| 24.00000 6648.00| 23.50000 6509.50 PLANT, PERENNIAL | | | 0044 701-03753 525.000 LFT | 78.00000 40950.00| 58.00000 30450.00| 58.00000 30450.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 209 IN., 14 IN. | | | 0045 702-51005 40.800 CYS | 480.00000 19584.00| 725.00000 29580.00| 725.00000 29580.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 4908.000 LBS | 1.25000 6135.00| 1.00000 4908.00| 1.00000 4908.00 REINFORCING STEEL | | | 0047 711-04845 LUMP | 130000.00000 130000.00| 135000.00000 135000.00| 135000.00000 135000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | BRIDGE NO. 1 | | | 0048 711-04845 LUMP | 156500.00000 156500.00| 158000.00000 158000.00| 158000.00000 158000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | BRIDGE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 195 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,598,212.47 ROUTE : CALL ORDER : 195 CONTRACT ID : R -27847-B COUNTIES : MARSHALL LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1561256 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |KASER-SPRAKER CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 711-04845 LUMP | 150900.00000 150900.00| 128000.00000 128000.00| 128000.00000 128000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | BRIDGE NO. 3 | | | 0050 711-90932 300.000 LFT | 8.50000 2550.00| 7.00000 2100.00| 6.95000 2085.00 EDGING, STEEL | | | 0051 712-03017 8.000 EACH | 1500.00000 12000.00| 2075.00000 16600.00| 2000.00000 16000.00 PARK BENCH | | | 0052 712-05098 1.000 EACH | 50000.00000 50000.00| 45000.00000 45000.00| 45000.00000 45000.00 TIMBER BRIDGE | | | 0053 713-08148 LUMP | 12500.00000 12500.00| 15000.00000 15000.00| 15000.00000 15000.00 BRIDGE SUPPORTS | | | 0054 714-04802 6.000 SYS | 610.00000 3660.00| 485.00000 2910.00| 485.00000 2910.00 CONCRETE MODULAR BLOCK WALL | | | 0055 715-05149 257.000 LFT | 25.00000 6425.00| 24.00000 6168.00| 35.60000 9149.20 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0056 715-05168 44.000 LFT | 25.00000 1100.00| 23.00000 1012.00| 28.00000 1232.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 715-05407 240.000 LFT | 8.25000 1980.00| 8.00000 1920.00| 8.00000 1920.00 PIPE, END BENT DRAIN, 6 IN. | | | 0058 715-46000 2.000 EACH | 100.00000 200.00| 270.00000 540.00| 444.00000 888.00 PIPE END SECTION, 12 IN. | | | 0059 715-94530 3.000 EACH | 1900.00000 5700.00| 250.00000 750.00| 350.00000 1050.00 ADJUST WATER VALVE TO GRADE | | | 0060 720-44000 4.000 EACH | 350.00000 1400.00| 300.00000 1200.00| 350.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0061 720-45235 3.000 EACH | 1900.00000 5700.00| 1700.00000 5100.00| 1760.00000 5280.00 CATCH BASIN, E7 | | | 0062 720-45250 2.000 EACH | 2300.00000 4600.00| 2000.00000 4000.00| 1800.00000 3600.00 CATCH BASIN, K10 | | | 0063 720-45275 1.000 EACH | 1200.00000 1200.00| 1300.00000 1300.00| 1495.00000 1495.00 PIPE CATCH BASIN, 24 IN. | | | 0064 731-93946 54.000 SFT | 110.00000 5940.00| 82.00000 4428.00| 108.00000 5832.00 WALL ERECTION | | | 0065 731-93947 43.000 LFT | 25.00000 1075.00| 45.00000 1935.00| 38.00000 1634.00 LEVELING PAD, CONCRETE | | | 0066 732-07653 2.000 TON | 80.00000 160.00| 50.00000 100.00| 600.00000 1200.00 COARSE AGGREGATE, NO. 8 | | | 0067 801-06640 11.000 EACH | 150.00000 1650.00| 105.00000 1155.00| 105.00000 1155.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 195 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,598,212.47 ROUTE : CALL ORDER : 195 CONTRACT ID : R -27847-B COUNTIES : MARSHALL LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1561256 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |KASER-SPRAKER CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 801-06645 7.000 EACH | 80.00000 560.00| 45.00000 315.00| 45.00000 315.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP | 7000.00000 7000.00| 3660.00000 3660.00| 52000.00000 52000.00 MAINTAINING TRAFFIC | | | 0070 802-03896 15.000 EACH | 920.00000 13800.00| 880.00000 13200.00| 1000.00000 15000.00 BOLLARD | | | 0071 802-04314 4.000 EACH | 8000.00000 32000.00| 300.00000 1200.00| 5965.00000 23860.00 SIGN | | | 0072 802-05701 240.000 LFT | 20.00000 4800.00| 18.00000 4320.00| 14.70000 3528.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-07060 6.000 EACH | 80.00000 480.00| 70.00000 420.00| 50.00000 300.00 SIGN, SHEET, RELOCATE | | | 0074 802-76025 112.800 SFT | 35.00000 3948.00| 28.75000 3243.00| 18.00000 2030.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 808-02977 3.000 EACH | 125.00000 375.00| 105.00000 315.00| 105.00000 315.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0076 808-03439 188.000 LFT | 4.00000 752.00| 3.50000 658.00| 3.50000 658.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0077 808-04096 3.000 EACH | 122.00000 366.00| 105.00000 315.00| 105.00000 315.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (LANE) | | | 0078 808-06701 982.000 LFT | 0.50000 491.00| 0.45000 441.90| 0.45000 441.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0079 808-06703 1115.000 LFT | 0.50000 557.50| 0.45000 501.75| 0.45000 501.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0080 808-75043 548.000 LFT | 1.25000 685.00| 1.00000 548.00| 1.00000 548.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0081 808-75245 2230.000 LFT | 0.50000 1115.00| 0.45000 1003.50| 0.45000 1003.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 808-75297 63.000 LFT | 4.00000 252.00| 3.50000 220.50| 3.50000 220.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,506,636.00| $ 1,568,801.74| $ 1,569,937.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,506,636.00| $ 1,568,801.74| $ 1,569,937.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/27/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 21,227,785.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 21,293,164.59 100.3080% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 22,339,504.64 105.2371% 4 35-1120685 WALSH & KELLY INC $ 22,368,483.46 105.3736% ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION, ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 83650.00000 83650.00| 300000.00000 300000.00| 700000.00000 700000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 2400.00000 72000.00| 2500.00000 75000.00| 1500.00000 45000.00 FIELD OFFICE, C | | | 0003 105-08520 5.000 EACH | 160.00000 800.00| 55.92000 279.60| 200.00000 1000.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 150.000 MOS | 100.00000 15000.00| 61.52000 9228.00| 75.00000 11250.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 10700.00000 10700.00| 10700.00000 10700.00| 10700.00000 10700.00 PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 1070500.00000 1070500.00| 1062741.00000 1062741.00| 1125000.00000 1125000.00 MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 201-52370 LUMP | 437782.07000 437782.07| 423818.00000 423818.00| 450000.00000 450000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 33000.000 m2 | 11.00000 363000.00| 8.86000 292380.00| 11.25000 371250.00 PAVEMENT REMOVAL | | | 0013 202-02241 685.000 m | 9.00000 6165.00| 5.00000 3425.00| 9.00000 6165.00 GUARDRAIL, REMOVE | | | 0014 202-02278 1310.000 m | 12.10000 15851.00| 24.46000 32042.60| 16.00000 20960.00 CURB, CONCRETE, REMOVE | | | 0015 202-04089 97.000 EACH | 19.00000 1843.00| 20.00000 1940.00| 22.00000 2134.00 SIGN, SHEET, REMOVE | | | 0016 202-51328 LUMP | 26850.00000 26850.00| 15000.00000 15000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0017 202-51330 LUMP | 8750.00000 8750.00| 6000.00000 6000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE , 1200mm X | | | 600mm BOX CULVERT | | | 0018 202-51330 LUMP | 7150.00000 7150.00| 6000.00000 6000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE , 900mm X | | | 600mm BOX CULVERT | | | 0019 202-51330 LUMP | 14650.00000 14650.00| 17000.00000 17000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE , SQUIRREL | | | CREEK CULVERTS | | | 0020 202-52710 195.000 m2 | 9.35000 1823.25| 16.44000 3205.80| 15.00000 2925.00 SIDEWALK, CONCRETE, REMOVE | | | 0021 202-78515 LUMP | 8200.00000 8200.00| 5000.00000 5000.00| 8200.00000 8200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0022 202-99383 15.000 m | 100.00000 1500.00| 777.89000 11668.35| 65.00000 975.00 TERMINAL JOINT, REMOVE | | | 0023 203-02000 159064.000 m3 | 16.00000 2545024.00| 13.00000 2067832.00| 11.00000 1749704.00 EXCAVATION, COMMON | | | 0025 205-06931 444.000 Mg | 50.00000 22200.00| 51.88000 23034.72| 90.00000 39960.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06933 62.000 EACH | 60.00000 3720.00| 60.00000 3720.00| 60.00000 3720.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 33.000 Mg | 378.00000 12474.00| 378.00000 12474.00| 378.00000 12474.00 TEMPORARY MULCHING | | | 0028 205-06936 162.800 Mg | 40.65000 6617.82| 53.70000 8742.36| 65.00000 10582.00 TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 4611.000 m | 5.45000 25129.95| 3.44000 15861.84| 3.44000 15861.84 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 206-93520 46.800 m2 | 583.00000 27284.40| 650.00000 30420.00| 325.00000 15210.00 TEMPORARY SHEET PILING | | | 0031 207-08267 38800.000 m2 | 9.15000 355020.00| 15.00000 582000.00| 9.75000 378300.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 207-08268 111540.000 m2 | 13.65000 1522521.00| 22.00000 2453880.00| 14.75000 1645215.00 SUBGRADE TREATMENT, TYPE IV | | | 0033 211-07454 14640.000 m3 | 15.15000 221796.00| 0.01000 146.40| 14.70000 215208.00 STRUCTURE BACKFILL | | | 0034 301-07448 11223.000 Mg | 20.00000 224460.00| 28.80000 323222.40| 30.50000 342301.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 52.000 m3 | 74.00000 3848.00| 104.87000 5453.24| 80.00000 4160.00 DENSE GRADED SUBBASE | | | 0036 303-07449 57.000 Mg | 29.50000 1681.50| 38.60000 2200.20| 53.50000 3049.50 COMPACTED AGGREGATE, NO. 73 | | | 0037 304-07490 111.300 Mg | 150.00000 16695.00| 170.00000 18921.00| 150.00000 16695.00 HMA PATCHING, TYPE B | | | 0038 306-08043 1020.000 m2 | 9.03000 9210.60| 8.38000 8547.60| 5.25000 5355.00 MILLING, TRANSITION | | | 0039 401-06264 LUMP | 20000.00000 20000.00| 17500.00000 17500.00| 28000.00000 28000.00 PROFILOGRAPH, HMA | | | 0040 401-07320 410.000 Mg | 80.00000 32800.00| 109.00000 44690.00| 80.00000 32800.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0041 401-07334 1622.000 Mg | 71.00000 115162.00| 99.10000 160740.20| 71.25000 115567.50 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0042 401-07335 7277.000 Mg | 75.25000 547594.25| 75.10000 546502.70| 76.00000 553052.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0043 401-07403 2733.000 Mg | 60.75000 166029.75| 69.40000 189670.20| 61.00000 166713.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0044 401-07404 11909.000 Mg | 58.10000 691912.90| 57.10000 680003.90| 58.50000 696676.50 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0045 401-07406 1506.000 Mg | 62.00000 93372.00| 66.00000 99396.00| 62.00000 93372.00 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0046 401-07408 13243.000 Mg | 54.50000 721743.50| 53.40000 707176.20| 54.50000 721743.50 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0047 401-07409 44495.000 Mg | 52.00000 2313740.00| 49.65000 2209176.75| 47.00000 2091265.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0048 401-08333 18341.000 Mg | 57.50000 1054607.50| 55.65000 1020676.65| 58.00000 1063778.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 402-07453 28383.000 Mg | 55.00000 1561065.00| 55.85000 1585190.55| 55.00000 1561065.00 HMA FOR TEMPORARY PAVEMENT | | | 0050 406-05520 167.100 Mg | 450.00000 75195.00| 313.20000 52335.72| 500.00000 83550.00 ASPHALT FOR TACK COAT | | | 0051 601-01522 4.000 EACH | 1800.00000 7200.00| 2100.00000 8400.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01839 1.000 EACH | 1900.00000 1900.00| 2000.00000 2000.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0053 601-01846 1.000 EACH | 1900.00000 1900.00| 1810.00000 1810.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0054 601-02206 95.250 m | 40.00000 3810.00| 48.40000 4610.10| 40.00000 3810.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0055 601-02207 2.000 EACH | 100.00000 200.00| 65.00000 130.00| 100.00000 200.00 TEMPORARY GUARD RAIL TRANSITION, VH, 1. | | | 905 m SPACING | | | 0056 601-06854 4.000 EACH | 2500.00000 10000.00| 2900.00000 11600.00| 2500.00000 10000.00 GUARDRAIL, W-BEAM, NESTED | | | 0057 601-08434 5.000 EACH | 1300.00000 6500.00| 675.00000 3375.00| 1300.00000 6500.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0058 601-94689 14.000 EACH | 2600.00000 36400.00| 2500.00000 35000.00| 2600.00000 36400.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-99105 569.600 m | 52.00000 29619.20| 54.00000 30758.40| 52.00000 29619.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 602-06729 14.000 EACH | 8.00000 112.00| 8.00000 112.00| 2.95000 41.30 BARRIER DELINEATOR | | | 0061 603-02940 2.000 EACH | 2200.00000 4400.00| 2710.00000 5420.00| 2200.00000 4400.00 FENCE GATE, CHAIN LINK, 1820 mm X 6.1 m | | | , VINYL COATED | | | 0062 603-06045 33.500 m | 155.00000 5192.50| 100.00000 3350.00| 155.00000 5192.50 FENCE, CHAIN LINK, 1220 mm , VINYL | | | COATED | | | 0063 603-92636 1560.000 m | 95.00000 148200.00| 63.27000 98701.20| 95.00000 148200.00 FENCE, CHAIN LINK, 1830 mm , VINYL | | | COATED | | | 0064 604-07900 240.000 m2 | 150.00000 36000.00| 111.78000 26827.20| 150.00000 36000.00 CURB RAMP, CONCRETE, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 604-07901 65.000 m2 | 185.00000 12025.00| 148.56000 9656.40| 185.00000 12025.00 CURB RAMP, CONCRETE, G | | | 0066 604-07902 5.000 m2 | 300.00000 1500.00| 160.62000 803.10| 300.00000 1500.00 CURB RAMP, CONCRETE, H | | | 0067 604-91531 10565.000 m2 | 44.00000 464860.00| 45.55000 481235.75| 42.00000 443730.00 SIDEWALK, CONCRETE, 100 mm | | | 0068 605-06120 615.000 m | 85.00000 52275.00| 61.14000 37601.10| 85.00000 52275.00 CURB, CONCRETE | | | 0069 605-06140 7160.000 m | 57.75000 413490.00| 49.44000 353990.40| 59.00000 422440.00 CURB AND GUTTER, CONCRETE | | | 0070 605-06155 1445.000 m | 60.00000 86700.00| 42.08000 60805.60| 61.00000 88145.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0071 605-06215 310.000 m | 150.00000 46500.00| 78.97000 24480.70| 150.00000 46500.00 CENTER CURB, D, CONCRETE | | | 0072 609-06259 349.800 m2 | 76.15000 26637.27| 79.35000 27756.63| 105.00000 36729.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0073 610-07487 175.000 Mg | 100.00000 17500.00| 187.40000 32795.00| 100.00000 17500.00 HMA FOR APPROACHES, TYPE B | | | 0074 610-07712 7600.000 m2 | 56.00000 425600.00| 69.10000 525160.00| 60.00000 456000.00 PCCP FOR APPROACHES, 150 mm | | | 0075 611-06497 68.000 EACH | 155.00000 10540.00| 185.00000 12580.00| 130.00000 8840.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 615-06490 208.000 EACH | 115.00000 23920.00| 125.00000 26000.00| 115.00000 23920.00 RIGHT OF WAY MARKER | | | 0077 615-06505 18.000 EACH | 400.00000 7200.00| 575.00000 10350.00| 400.00000 7200.00 MONUMENT, B | | | 0078 615-06510 4.000 EACH | 300.00000 1200.00| 500.00000 2000.00| 300.00000 1200.00 MONUMENT, C | | | 0079 615-06527 3.000 EACH | 300.00000 900.00| 510.00000 1530.00| 300.00000 900.00 MONUMENT, SECTION CORNER | | | 0080 615-06530 2.000 EACH | 600.00000 1200.00| 650.00000 1300.00| 600.00000 1200.00 POST, BENCHMARK | | | 0081 616-02320 7182.000 m2 | 1.60000 11491.20| 1.56000 11203.92| 3.50000 25137.00 GEOTEXTILES | | | 0082 616-05688 508.400 Mg | 52.40000 26640.16| 44.55000 22649.22| 35.00000 17794.00 RIPRAP, CLASS 1 | | | 0083 616-05689 849.600 Mg | 48.00000 40780.80| 46.61000 39599.86| 35.00000 29736.00 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 616-06405 1656.800 Mg | 34.35000 56911.08| 49.34000 81746.51| 37.00000 61301.60 RIPRAP, REVETMENT | | | 0085 616-06451 20.900 Mg | 36.00000 752.40| 51.22000 1070.50| 44.00000 919.60 RIPRAP, UNIFORM | | | 0086 619-05926 LUMP | 500.00000 500.00| 1000.00000 1000.00| 600.00000 600.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0087 619-61505 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 9000.00000 9000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0088 621-01004 3.000 EACH | 225.00000 675.00| 225.00000 675.00| 225.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0089 621-03787 105.000 kg | 91.60000 9618.00| 91.60000 9618.00| 91.60000 9618.00 SEED MIXTURE, D | | | 0090 621-06545 11.500 Mg | 598.00000 6877.00| 598.00000 6877.00| 598.00000 6877.00 FERTILIZER | | | 0091 621-06553 1225.000 kg | 6.35000 7778.75| 6.35000 7778.75| 6.35000 7778.75 SEED MIXTURE, R | | | 0092 621-06554 850.000 kg | 8.42000 7157.00| 8.42000 7157.00| 8.42000 7157.00 SEED MIXTURE, U | | | 0093 621-06557 1000.000 kg | 6.55000 6550.00| 6.55000 6550.00| 6.55000 6550.00 SEED MIXTURE, T | | | 0094 621-06565 56.000 Mg | 460.00000 25760.00| 460.00000 25760.00| 460.00000 25760.00 MULCHING MATERIAL | | | 0095 621-06567 3000.000 kL | 5.88000 17640.00| 5.88000 17640.00| 5.88000 17640.00 WATER FOR SODDING | | | 0096 621-06570 14000.000 m3 | 14.25000 199500.00| 0.01000 140.00| 12.00000 168000.00 TOP SOIL | | | 0097 621-06575 16700.000 m2 | 3.32000 55444.00| 3.32000 55444.00| 3.32000 55444.00 SODDING, NURSERY | | | 0098 622-52436 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0099 622-91786 100.000 EACH | 8.15000 815.00| 8.15000 815.00| 8.15000 815.00 SEEDLING | | | 0100 702-51863 1356.000 EACH | 2.00000 2712.00| 8.22000 11146.32| 10.00000 13560.00 FIELD DRILLED HOLE IN CONCRETE | | | 0101 703-51032 13076.000 kg | 3.30000 43150.80| 2.34000 30597.84| 3.60000 47073.60 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 703-97936 170.000 EACH | 7.45000 1266.50| 18.95000 3221.50| 30.00000 5100.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , NO. 13 | | | 0103 703-97936 88.000 EACH | 9.55000 840.40| 21.18000 1863.84| 30.00000 2640.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , NO. 16 | | | 0104 706-05732 4.000 EACH | 2950.00000 11800.00| 1615.17000 6460.68| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0105 706-51020 29.200 m3 | 1050.00000 30660.00| 723.07000 21113.64| 950.00000 27740.00 CONCRETE, C, RAILING | | | 0106 709-51821 LUMP | 5700.00000 5700.00| 5000.00000 5000.00| 8100.00000 8100.00 SURFACE SEAL , STR. NO. 1 | | | 0107 714-06613 36.500 m | 8765.00000 319922.50| 4900.00000 178850.00| 4260.00000 155490.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 48OO mm X 1800 mm | | | 0108 714-93978 6.800 m | 2015.00000 13702.00| 1800.00000 12240.00| 1210.00000 8228.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0109 714-99346 6.100 m | 1900.00000 11590.00| 1800.00000 10980.00| 1160.00000 7076.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0110 714-99348 91.000 m | 1200.00000 109200.00| 1250.00000 113750.00| 959.00000 87269.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0112 715-04612 18.300 m | 325.00000 5947.50| 525.00000 9607.50| 323.00000 5910.90 PIPE , TEMPORARY, CIRCULAR, 1200mm | | | 0113 715-04612 6.000 m | 140.00000 840.00| 375.00000 2250.00| 205.00000 1230.00 PIPE , TEMPORARY, CIRCULAR, 400mm | | | 0114 715-04612 3.000 m | 200.00000 600.00| 400.00000 1200.00| 237.00000 711.00 PIPE , TEMPORARY, CIRCULAR, 525mm | | | 0115 715-04855 2.000 EACH | 1033.00000 2066.00| 1550.00000 3100.00| 1750.00000 3500.00 PIPE END SECTION, 1050 mm | | | 0116 715-05024 521.000 m | 300.50000 156560.50| 250.00000 130250.00| 240.00000 125040.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0117 715-05048 7301.000 m | 40.00000 292040.00| 13.00000 94913.00| 13.80000 100753.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0118 715-05053 43.200 m | 43.50000 1879.20| 58.00000 2505.60| 60.00000 2592.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0119 715-05149 3174.700 m | 164.00000 520650.80| 117.00000 371439.90| 123.00000 390488.10 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 715-05151 342.900 m | 164.00000 56235.60| 118.00000 40462.20| 143.00000 49034.70 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0121 715-05152 1081.600 m | 197.00000 213075.20| 140.00000 151424.00| 151.00000 163321.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0122 715-05154 1123.500 m | 206.50000 232002.75| 170.00000 190995.00| 181.00000 203353.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0123 715-05156 1103.000 m | 261.00000 287883.00| 225.00000 248175.00| 181.00000 199643.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0124 715-05159 65.000 m | 363.00000 23595.00| 290.00000 18850.00| 335.00000 21775.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0125 715-05165 7.000 m | 1333.00000 9331.00| 1600.00000 11200.00| 2080.00000 14560.00 PIPE, TYPE 2, CIRCULAR, 1800 mm , 75 mm | | | x 25 mm CSP, 1.63 mm THICKNESS | | | 0126 715-46000 8.000 EACH | 447.00000 3576.00| 475.00000 3800.00| 601.00000 4808.00 PIPE END SECTION, 300 mm | | | 0127 715-46005 38.000 EACH | 451.00000 17138.00| 475.00000 18050.00| 621.00000 23598.00 PIPE END SECTION, 375 mm | | | 0128 715-46010 5.000 EACH | 492.00000 2460.00| 500.00000 2500.00| 647.00000 3235.00 PIPE END SECTION, 450 mm | | | 0129 715-46020 4.000 EACH | 550.00000 2200.00| 650.00000 2600.00| 804.00000 3216.00 PIPE END SECTION, 600 mm | | | 0130 715-46030 2.000 EACH | 630.00000 1260.00| 750.00000 1500.00| 895.00000 1790.00 PIPE END SECTION, 750 mm | | | 0131 715-46040 1.000 EACH | 815.00000 815.00| 1075.00000 1075.00| 1080.00000 1080.00 PIPE END SECTION, 900 mm | | | 0132 718-06528 5.000 EACH | 240.00000 1200.00| 450.00000 2250.00| 1350.00000 6750.00 OUTLET PROTECTOR, 1 | | | 0133 718-06532 1000.000 m | 3.21000 3210.00| 3.55000 3550.00| 2.50000 2500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0134 718-52610 1609.000 m3 | 33.75000 54303.75| 38.00000 61142.00| 54.00000 86886.00 AGGREGATE FOR UNDERDRAINS | | | 0135 718-99153 23108.000 m2 | 0.55000 12709.40| 0.60000 13864.80| 1.35000 31195.80 GEOTEXTILES FOR UNDERDRAIN | | | 0136 720-01092 83.000 EACH | 2426.00000 201358.00| 2950.00000 244850.00| 3090.00000 256470.00 MANHOLE, J15, MODIFIED | | | 0137 720-03194 1.000 EACH | 40000.00000 40000.00| 34000.00000 34000.00| 29800.00000 29800.00 MANHOLE , WATER QUALITY | | | 0138 720-04574 2.000 EACH | 1866.00000 3732.00| 2500.00000 5000.00| 2570.00000 5140.00 MANHOLE, J-5 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 720-08241 4.000 EACH | 3067.00000 12268.00| 3500.00000 14000.00| 4230.00000 16920.00 MANHOLE, K15, MODIFIED | | | 0140 720-44000 1.000 EACH | 300.00000 300.00| 500.00000 500.00| 408.00000 408.00 CASTING, ADJUST TO GRADE | | | 0141 720-45030 16.000 EACH | 1106.00000 17696.00| 1500.00000 24000.00| 1100.00000 17600.00 INLET, E7 | | | 0142 720-45035 8.000 EACH | 1278.00000 10224.00| 1550.00000 12400.00| 1090.00000 8720.00 INLET, F7 | | | 0143 720-45042 7.000 EACH | 1508.00000 10556.00| 2600.00000 18200.00| 1870.00000 13090.00 INLET, HA5 , MODIFIED | | | 0144 720-45105 2.000 EACH | 1452.00000 2904.00| 1800.00000 3600.00| 1260.00000 2520.00 INLET, A2, MODIFIED | | | 0145 720-45130 6.000 EACH | 1162.00000 6972.00| 1500.00000 9000.00| 1170.00000 7020.00 INLET, E7, MODIFIED | | | 0146 720-45410 5.000 EACH | 1426.00000 7130.00| 1900.00000 9500.00| 1770.00000 8850.00 MANHOLE, C4 | | | 0147 720-45510 6.000 EACH | 1163.00000 6978.00| 1750.00000 10500.00| 1690.00000 10140.00 MANHOLE, C4, MODIFIED | | | 0148 720-93409 108.000 EACH | 2020.00000 218160.00| 2400.00000 259200.00| 2080.00000 224640.00 INLET, B15, MODIFIED | | | 0149 720-93411 24.000 EACH | 2112.00000 50688.00| 2450.00000 58800.00| 2440.00000 58560.00 INLET, C15, MODIFIED | | | 0151 720-95422 3.000 EACH | 1691.00000 5073.00| 2550.00000 7650.00| 2300.00000 6900.00 MANHOLE, J4 | | | 0152 720-97865 2.000 EACH | 1519.00000 3038.00| 1900.00000 3800.00| 1810.00000 3620.00 MANHOLE, C2, MODIFIED | | | 0153 720-98555 26.000 EACH | 2132.00000 55432.00| 2400.00000 62400.00| 2310.00000 60060.00 INLET, C15 | | | 0154 723-06660 58.300 m2 | 415.00000 24194.50| 685.00000 39935.50| 790.00000 46057.00 WINGWALL | | | 0155 724-03276 38.800 m | 280.00000 10864.00| 486.26000 18866.89| 285.00000 11058.00 EXPANSION JOINT SEALING SYSTEM | | | 0156 801-01504 50.000 EACH | 17.00000 850.00| 45.00000 2250.00| 17.00000 850.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0157 801-01505 45.000 EACH | 23.00000 1035.00| 65.00000 2925.00| 23.00000 1035.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0158 801-02595 15.000 EACH | 105.00000 1575.00| 120.00000 1800.00| 105.00000 1575.00 CONTROLLER, RESET TIMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 801-03290 3.000 EACH | 335.00000 1005.00| 265.00000 795.00| 335.00000 1005.00 CONSTRUCTION SIGN, C | | | 0160 801-04308 17.000 EACH | 475.00000 8075.00| 375.00000 6375.00| 475.00000 8075.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06203 20540.000 m | 0.39000 8010.60| 0.42000 8626.80| 0.39000 8010.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0162 801-06207 41175.000 m | 2.68000 110349.00| 2.95000 121466.25| 2.68000 110349.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0163 801-06216 145.000 m | 6.85000 993.25| 6.25000 906.25| 6.85000 993.25 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0164 801-06539 LUMP | 20940.00000 20940.00| 6500.00000 6500.00| 20940.00000 20940.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0165 801-06577 360.000 m | 18.45000 6642.00| 20.00000 7200.00| 18.45000 6642.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0166 801-06625 57.000 EACH | 142.00000 8094.00| 95.00000 5415.00| 142.00000 8094.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0167 801-06640 149.000 EACH | 286.00000 42614.00| 215.00000 32035.00| 286.00000 42614.00 CONSTRUCTION SIGN, A | | | 0168 801-06645 14.000 EACH | 68.00000 952.00| 45.00000 630.00| 68.00000 952.00 CONSTRUCTION SIGN, B | | | 0169 801-06710 730.000 DAY | 10.00000 7300.00| 10.00000 7300.00| 10.00000 7300.00 FLASHING ARROW SIGN | | | 0170 801-06775 LUMP | 175000.00000 175000.00| 321000.00000 321000.00| 1800000.00000 1800000.00 MAINTAINING TRAFFIC | | | 0171 801-07023 9.000 EACH | 4000.00000 36000.00| 8700.00000 78300.00| 4500.00000 40500.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0172 801-07119 756.000 m | 80.95000 61198.20| 57.00000 43092.00| 80.95000 61198.20 BARRICADE, III-B | | | 0173 801-08388 281.000 m | 111.20000 31247.20| 97.36000 27358.16| 80.00000 22480.00 TEMPORARY TRAFFIC BARRIER | | | 0174 801-08389 610.000 m | 96.27000 58724.70| 91.55000 55845.50| 75.00000 45750.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0175 801-09133 6.000 EACH | 6250.00000 37500.00| 17000.00000 102000.00| 6250.00000 37500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0176 801-94295 176.000 EACH | 145.00000 25520.00| 120.00000 21120.00| 145.00000 25520.00 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 802-05701 58.000 m | 38.31000 2221.98| 28.50000 1653.00| 38.31000 2221.98 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0178 802-05702 330.000 m | 39.36000 12988.80| 26.20000 8646.00| 39.36000 12988.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0179 802-76025 38.000 m2 | 96.88000 3681.44| 124.00000 4712.00| 96.88000 3681.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0180 802-76035 61.000 m2 | 101.18000 6171.98| 120.00000 7320.00| 101.18000 6171.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0181 802-76045 5.000 m2 | 172.22000 861.10| 118.00000 590.00| 172.22000 861.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0182 805-01815 20.000 EACH | 1680.00000 33600.00| 1800.00000 36000.00| 1680.00000 33600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0183 805-01842 43.000 EACH | 532.00000 22876.00| 800.00000 34400.00| 532.00000 22876.00 HANDHOLE, SIGNAL | | | 0184 805-01879 5.000 EACH | 420.00000 2100.00| 500.00000 2500.00| 420.00000 2100.00 SIGNAL SERVICE , INSTALL | | | 0185 805-02087 LUMP | 2100.00000 2100.00| 1500.00000 1500.00| 2100.00000 2100.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0186 805-04951 1.000 EACH | 1000.00000 1000.00| 450.00000 450.00| 2500.00000 2500.00 PLATE , STEEL, 1220mm X 915mm X 13mm | | | 0187 805-06592 2500.000 m | 34.18000 85450.00| 44.00000 110000.00| 34.18000 85450.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0188 805-08494 5.000 EACH | 3388.00000 16940.00| 2650.00000 13250.00| 3388.00000 16940.00 RADIO SPREAD SPECTRUM | | | 0189 805-78100 5.000 EACH | 6500.00000 32500.00| 6450.00000 32250.00| 6500.00000 32500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0190 805-78205 40.000 EACH | 625.00000 25000.00| 520.00000 20800.00| 625.00000 25000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0191 805-78230 4.000 EACH | 880.00000 3520.00| 850.00000 3400.00| 880.00000 3520.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0192 805-78415 20.000 EACH | 1260.00000 25200.00| 1250.00000 25000.00| 1260.00000 25200.00 SPAN, CATENARY, AND TETHER | | | 0193 805-78420 20.000 EACH | 308.00000 6160.00| 250.00000 5000.00| 308.00000 6160.00 DISCONNECT HANGER | | | 0194 805-78467 50.000 m | 6.56000 328.00| 5.00000 250.00| 6.56000 328.00 SIGNAL CABLE, 3C 8GA. | | | 0195 805-78470 5480.000 m | 0.69000 3781.20| 0.40000 2192.00| 0.69000 3781.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0196 805-78485 670.000 m | 2.30000 1541.00| 4.30000 2881.00| 2.30000 1541.00 SIGNAL CABLE, 5C 14GA. | | | 0197 805-78490 1075.000 m | 2.95000 3171.25| 4.50000 4837.50| 2.95000 3171.25 SIGNAL CABLE, 7C 14GA. | | | 0198 805-78510 3530.000 m | 3.08000 10872.40| 4.20000 14826.00| 3.08000 10872.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0199 805-78785 44.000 EACH | 402.00000 17688.00| 550.00000 24200.00| 402.00000 17688.00 SIGNAL DETECTOR HOUSING | | | 0200 805-78795 1950.000 m | 29.13000 56803.50| 24.00000 46800.00| 29.13000 56803.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0201 805-78925 5.000 EACH | 608.00000 3040.00| 550.00000 2750.00| 608.00000 3040.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0202 805-79020 LUMP | 43000.00000 43000.00| 21000.00000 21000.00| 43000.00000 43000.00 TRAFFIC SIGNAL INSTALLATION , ACTUATED | | | 0203 805-96261 5970.000 m | 8.46000 50506.20| 7.40000 44178.00| 8.46000 50506.20 FIBER OPTIC CABLE, AERIAL | | | 0204 808-03632 185.000 m | 9.65000 1785.25| 12.65000 2340.25| 9.65000 1785.25 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0205 808-06701 1735.000 m | 1.42000 2463.70| 0.92000 1596.20| 1.42000 2463.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0206 808-06703 2060.000 m | 0.98000 2018.80| 0.92000 1895.20| 0.98000 2018.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0207 808-06713 2100.000 m | 0.34000 714.00| 1.10000 2310.00| 0.34000 714.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0208 808-06716 9140.000 m | 1.29000 11790.60| 0.65000 5941.00| 1.29000 11790.60 LINE, REMOVE | | | 0209 808-75240 850.000 m | 1.43000 1215.50| 0.92000 782.00| 1.43000 1215.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0210 808-75245 7675.000 m | 0.91000 6984.25| 0.92000 7061.00| 0.91000 6984.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0211 808-75278 190.000 m | 4.89000 929.10| 5.75000 1092.50| 4.89000 929.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0212 808-75297 370.000 m | 9.95000 3681.50| 11.50000 4255.00| 9.95000 3681.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0213 808-75300 1440.000 m | 2.25000 3240.00| 2.88000 4147.20| 2.25000 3240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0214 808-75320 68.000 EACH | 45.00000 3060.00| 65.00000 4420.00| 45.00000 3060.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0215 808-75325 46.000 EACH | 69.00000 3174.00| 85.00000 3910.00| 69.00000 3174.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0216 808-75996 190.000 EACH | 10.00000 1900.00| 15.00000 2850.00| 3.50000 665.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0217 808-75998 635.000 EACH | 24.00000 15240.00| 15.80000 10033.00| 18.50000 11747.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0218 808-92027 1675.000 m | 2.15000 3601.25| 3.83000 6415.25| 2.15000 3601.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0219 715-07071 1.000 EACH | 3000.00000 3000.00| 775.00000 775.00| 1140.00000 1140.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | SECTION TOTALS | $ 21,227,785.00| $ 21,293,164.59| $ 22,339,504.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 21,227,785.00| $ 21,293,164.59| $ 22,339,504.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION, ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 250000.00000 250000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 3500.00000 105000.00| | FIELD OFFICE, C | | | 0003 105-08520 5.000 EACH | 240.00000 1200.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 150.000 MOS | 220.00000 33000.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 25000.00000 25000.00| | PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 1750000.00000 1750000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 450000.00000 450000.00| | CLEARING RIGHT OF WAY | | | 0012 202-02240 33000.000 m2 | 12.00000 396000.00| | PAVEMENT REMOVAL | | | 0013 202-02241 685.000 m | 5.00000 3425.00| | GUARDRAIL, REMOVE | | | 0014 202-02278 1310.000 m | 9.00000 11790.00| | CURB, CONCRETE, REMOVE | | | 0015 202-04089 97.000 EACH | 22.05000 2138.85| | SIGN, SHEET, REMOVE | | | 0016 202-51328 LUMP | 45107.66000 45107.66| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0017 202-51330 LUMP | 6014.35000 6014.35| | PRESENT STRUCTURE, REMOVE , 1200mm X | | | 600mm BOX CULVERT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-51330 LUMP | 16038.28000 16038.28| | PRESENT STRUCTURE, REMOVE , 900mm X | | | 600mm BOX CULVERT | | | 0019 202-51330 LUMP | 17541.87000 17541.87| | PRESENT STRUCTURE, REMOVE , SQUIRREL | | | CREEK CULVERTS | | | 0020 202-52710 195.000 m2 | 10.00000 1950.00| | SIDEWALK, CONCRETE, REMOVE | | | 0021 202-78515 LUMP | 8219.62000 8219.62| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0022 202-99383 15.000 m | 37.23000 558.45| | TERMINAL JOINT, REMOVE | | | 0023 203-02000 159064.000 m3 | 17.50000 2783620.00| | EXCAVATION, COMMON | | | 0025 205-06931 444.000 Mg | 49.13000 21813.72| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06933 62.000 EACH | 60.14000 3728.68| | TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 33.000 Mg | 378.00000 12474.00| | TEMPORARY MULCHING | | | 0028 205-06936 162.800 Mg | 77.86000 12675.61| | TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 4611.000 m | 3.46000 15954.06| | TEMPORARY SILT FENCE | | | 0030 206-93520 46.800 m2 | 471.12000 22048.42| | TEMPORARY SHEET PILING | | | 0031 207-08267 38800.000 m2 | 9.00000 349200.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0032 207-08268 111540.000 m2 | 14.00000 1561560.00| | SUBGRADE TREATMENT, TYPE IV | | | 0033 211-07454 14640.000 m3 | 0.01000 146.40| | STRUCTURE BACKFILL | | | 0034 301-07448 11223.000 Mg | 26.00000 291798.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 52.000 m3 | 60.00000 3120.00| | DENSE GRADED SUBBASE | | | 0036 303-07449 57.000 Mg | 50.00000 2850.00| | COMPACTED AGGREGATE, NO. 73 | | | 0037 304-07490 111.300 Mg | 150.00000 16695.00| | HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 306-08043 1020.000 m2 | 10.00000 10200.00| | MILLING, TRANSITION | | | 0039 401-06264 LUMP | 40000.00000 40000.00| | PROFILOGRAPH, HMA | | | 0040 401-07320 410.000 Mg | 80.00000 32800.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0041 401-07334 1622.000 Mg | 72.00000 116784.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0042 401-07335 7277.000 Mg | 76.00000 553052.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0043 401-07403 2733.000 Mg | 62.00000 169446.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0044 401-07404 11909.000 Mg | 59.00000 702631.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0045 401-07406 1506.000 Mg | 64.00000 96384.00| | QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0046 401-07408 13243.000 Mg | 57.00000 754851.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0047 401-07409 44495.000 Mg | 52.00000 2313740.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0048 401-08333 18341.000 Mg | 59.00000 1082119.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0049 402-07453 28383.000 Mg | 55.00000 1561065.00| | HMA FOR TEMPORARY PAVEMENT | | | 0050 406-05520 167.100 Mg | 650.00000 108615.00| | ASPHALT FOR TACK COAT | | | 0051 601-01522 4.000 EACH | 2105.03000 8420.12| | GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01839 1.000 EACH | 2004.78000 2004.78| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0053 601-01846 1.000 EACH | 1814.33000 1814.33| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0054 601-02206 95.250 m | 48.52000 4621.53| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0055 601-02207 2.000 EACH | 65.16000 130.32| | TEMPORARY GUARD RAIL TRANSITION, VH, 1. | | | 905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 601-06854 4.000 EACH | 2906.94000 11627.76| | GUARDRAIL, W-BEAM, NESTED | | | 0057 601-08434 5.000 EACH | 676.61000 3383.05| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0058 601-94689 14.000 EACH | 2930.08000 41021.12| | GUARDRAIL END TREATMENT, OS | | | 0059 601-99105 569.600 m | 54.13000 30832.45| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 602-06729 14.000 EACH | 186.80000 2615.20| | BARRIER DELINEATOR | | | 0061 603-02940 2.000 EACH | 2716.48000 5432.96| | FENCE GATE, CHAIN LINK, 1820 mm X 6.1 m | | | , VINYL COATED | | | 0062 603-06045 33.500 m | 100.24000 3358.04| | FENCE, CHAIN LINK, 1220 mm , VINYL | | | COATED | | | 0063 603-92636 1560.000 m | 70.17000 109465.20| | FENCE, CHAIN LINK, 1830 mm , VINYL | | | COATED | | | 0064 604-07900 240.000 m2 | 150.00000 36000.00| | CURB RAMP, CONCRETE, F | | | 0065 604-07901 65.000 m2 | 185.00000 12025.00| | CURB RAMP, CONCRETE, G | | | 0066 604-07902 5.000 m2 | 300.00000 1500.00| | CURB RAMP, CONCRETE, H | | | 0067 604-91531 10565.000 m2 | 44.00000 464860.00| | SIDEWALK, CONCRETE, 100 mm | | | 0068 605-06120 615.000 m | 85.00000 52275.00| | CURB, CONCRETE | | | 0069 605-06140 7160.000 m | 59.00000 422440.00| | CURB AND GUTTER, CONCRETE | | | 0070 605-06155 1445.000 m | 63.00000 91035.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0071 605-06215 310.000 m | 150.00000 46500.00| | CENTER CURB, D, CONCRETE | | | 0072 609-06259 349.800 m2 | 150.36000 52595.93| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 610-07487 175.000 Mg | 110.00000 19250.00| | HMA FOR APPROACHES, TYPE B | | | 0074 610-07712 7600.000 m2 | 56.00000 425600.00| | PCCP FOR APPROACHES, 150 mm | | | 0075 611-06497 68.000 EACH | 185.00000 12580.00| | MAILBOX ASSEMBLY, SINGLE | | | 0076 615-06490 208.000 EACH | 150.00000 31200.00| | RIGHT OF WAY MARKER | | | 0077 615-06505 18.000 EACH | 650.00000 11700.00| | MONUMENT, B | | | 0078 615-06510 4.000 EACH | 580.00000 2320.00| | MONUMENT, C | | | 0079 615-06527 3.000 EACH | 640.00000 1920.00| | MONUMENT, SECTION CORNER | | | 0080 615-06530 2.000 EACH | 800.00000 1600.00| | POST, BENCHMARK | | | 0081 616-02320 7182.000 m2 | 1.60000 11491.20| | GEOTEXTILES | | | 0082 616-05688 508.400 Mg | 52.53000 26706.25| | RIPRAP, CLASS 1 | | | 0083 616-05689 849.600 Mg | 48.11000 40874.26| | RIPRAP, CLASS 2 | | | 0084 616-06405 1656.800 Mg | 34.43000 57043.62| | RIPRAP, REVETMENT | | | 0085 616-06451 20.900 Mg | 36.09000 754.28| | RIPRAP, UNIFORM | | | 0086 619-05926 LUMP | 601.44000 601.44| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0087 619-61505 LUMP | 9021.53000 9021.53| | CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0088 621-01004 3.000 EACH | 225.54000 676.62| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0089 621-03787 105.000 kg | 91.60000 9618.00| | SEED MIXTURE, D | | | 0090 621-06545 11.500 Mg | 598.00000 6877.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 621-06553 1225.000 kg | 6.35000 7778.75| | SEED MIXTURE, R | | | 0092 621-06554 850.000 kg | 8.44000 7174.00| | SEED MIXTURE, U | | | 0093 621-06557 1000.000 kg | 6.55000 6550.00| | SEED MIXTURE, T | | | 0094 621-06565 56.000 Mg | 460.00000 25760.00| | MULCHING MATERIAL | | | 0095 621-06567 3000.000 kL | 6.00000 18000.00| | WATER FOR SODDING | | | 0096 621-06570 14000.000 m3 | 14.28000 199920.00| | TOP SOIL | | | 0097 621-06575 16700.000 m2 | 3.33000 55611.00| | SODDING, NURSERY | | | 0098 622-52436 3.000 EACH | 25.06000 75.18| | SIGN, DO NOT MOW OR SPRAY | | | 0099 622-91786 100.000 EACH | 8.15000 815.00| | SEEDLING | | | 0100 702-51863 1356.000 EACH | 10.02000 13587.12| | FIELD DRILLED HOLE IN CONCRETE | | | 0101 703-51032 13076.000 kg | 3.61000 47204.36| | REINFORCING STEEL, EPOXY COATED | | | 0102 703-97936 170.000 EACH | 30.07000 5111.90| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , NO. 13 | | | 0103 703-97936 88.000 EACH | 30.07000 2646.16| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , NO. 16 | | | 0104 706-05732 4.000 EACH | 1303.11000 5212.44| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0105 706-51020 29.200 m3 | 944.25000 27572.10| | CONCRETE, C, RAILING | | | 0106 709-51821 LUMP | 8119.38000 8119.38| | SURFACE SEAL , STR. NO. 1 | | | 0107 714-06613 36.500 m | 5011.96000 182936.54| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 48OO mm X 1800 mm | | | 0108 714-93978 6.800 m | 1904.55000 12950.94| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 714-99346 6.100 m | 1904.55000 11617.76| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0110 714-99348 91.000 m | 1353.23000 123143.93| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0112 715-04612 18.300 m | 551.32000 10089.16| | PIPE , TEMPORARY, CIRCULAR, 1200mm | | | 0113 715-04612 6.000 m | 390.93000 2345.58| | PIPE , TEMPORARY, CIRCULAR, 400mm | | | 0114 715-04612 3.000 m | 415.99000 1247.97| | PIPE , TEMPORARY, CIRCULAR, 525mm | | | 0115 715-04855 2.000 EACH | 1603.83000 3207.66| | PIPE END SECTION, 1050 mm | | | 0116 715-05024 521.000 m | 260.62000 135783.02| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0117 715-05048 7301.000 m | 13.03000 95132.03| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0118 715-05053 43.200 m | 59.14000 2554.85| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0119 715-05149 3174.700 m | 120.29000 381884.66| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0120 715-05151 342.900 m | 122.79000 42104.69| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0121 715-05152 1081.600 m | 143.84000 155577.34| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0122 715-05154 1123.500 m | 175.42000 197084.37| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0123 715-05156 1103.000 m | 230.55000 254296.65| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0124 715-05159 65.000 m | 296.71000 19286.15| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0125 715-05165 7.000 m | 1603.83000 11226.81| | PIPE, TYPE 2, CIRCULAR, 1800 mm , 75 mm | | | x 25 mm CSP, 1.63 mm THICKNESS | | | 0126 715-46000 8.000 EACH | 476.14000 3809.12| | PIPE END SECTION, 300 mm | | | 0127 715-46005 38.000 EACH | 476.14000 18093.32| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 715-46010 5.000 EACH | 501.20000 2506.00| | PIPE END SECTION, 450 mm | | | 0129 715-46020 4.000 EACH | 651.56000 2606.24| | PIPE END SECTION, 600 mm | | | 0130 715-46030 2.000 EACH | 751.80000 1503.60| | PIPE END SECTION, 750 mm | | | 0131 715-46040 1.000 EACH | 1007.57000 1007.57| | PIPE END SECTION, 900 mm | | | 0132 718-06528 5.000 EACH | 451.08000 2255.40| | OUTLET PROTECTOR, 1 | | | 0133 718-06532 1000.000 m | 2.51000 2510.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0134 718-52610 1609.000 m3 | 42.10000 67738.90| | AGGREGATE FOR UNDERDRAINS | | | 0135 718-99153 23108.000 m2 | 0.60000 13864.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0136 720-01092 83.000 EACH | 2957.06000 245435.98| | MANHOLE, J15, MODIFIED | | | 0137 720-03194 1.000 EACH | 34081.34000 34081.34| | MANHOLE , WATER QUALITY | | | 0138 720-04574 2.000 EACH | 2455.86000 4911.72| | MANHOLE, J-5 , MODIFIED | | | 0139 720-08241 4.000 EACH | 3583.55000 14334.20| | MANHOLE, K15, MODIFIED | | | 0140 720-44000 1.000 EACH | 501.20000 501.20| | CASTING, ADJUST TO GRADE | | | 0141 720-45030 16.000 EACH | 1503.59000 24057.44| | INLET, E7 | | | 0142 720-45035 8.000 EACH | 1603.83000 12830.64| | INLET, F7 | | | 0143 720-45042 7.000 EACH | 2606.22000 18243.54| | INLET, HA5 , MODIFIED | | | 0144 720-45105 2.000 EACH | 1804.31000 3608.62| | INLET, A2, MODIFIED | | | 0145 720-45130 6.000 EACH | 1553.71000 9322.26| | INLET, E7, MODIFIED | | | 0146 720-45410 5.000 EACH | 1954.67000 9773.35| | MANHOLE, C4 | | | 0147 720-45510 6.000 EACH | 1754.19000 10525.14| | MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0148 720-93409 108.000 EACH | 2405.74000 259819.92| | INLET, B15, MODIFIED | | | 0149 720-93411 24.000 EACH | 2455.86000 58940.64| | INLET, C15, MODIFIED | | | 0151 720-95422 3.000 EACH | 2556.10000 7668.30| | MANHOLE, J4 | | | 0152 720-97865 2.000 EACH | 1904.55000 3809.10| | MANHOLE, C2, MODIFIED | | | 0153 720-98555 26.000 EACH | 2405.74000 62549.24| | INLET, C15 | | | 0154 723-06660 58.300 m2 | 686.64000 40031.11| | WINGWALL | | | 0155 724-03276 38.800 m | 285.68000 11084.38| | EXPANSION JOINT SEALING SYSTEM | | | 0156 801-01504 50.000 EACH | 50.12000 2506.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0157 801-01505 45.000 EACH | 70.17000 3157.65| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0158 801-02595 15.000 EACH | 105.25000 1578.75| | CONTROLLER, RESET TIMING | | | 0159 801-03290 3.000 EACH | 295.71000 887.13| | CONSTRUCTION SIGN, C | | | 0160 801-04308 17.000 EACH | 426.02000 7242.34| | ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06203 20540.000 m | 0.70000 14378.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0162 801-06207 41175.000 m | 3.16000 130113.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0163 801-06216 145.000 m | 6.67000 967.15| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0164 801-06539 LUMP | 20940.00000 20940.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0165 801-06577 360.000 m | 24.56000 8841.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0166 801-06625 57.000 EACH | 105.25000 5999.25| | DETOUR ROUTE MARKER ASSEMBLY | | | 0167 801-06640 149.000 EACH | 250.60000 37339.40| | CONSTRUCTION SIGN, A | | | 0168 801-06645 14.000 EACH | 55.13000 771.82| | CONSTRUCTION SIGN, B | | | 0169 801-06710 730.000 DAY | 14.03000 10241.90| | FLASHING ARROW SIGN | | | 0170 801-06775 LUMP | 400000.00000 400000.00| | MAINTAINING TRAFFIC | | | 0171 801-07023 9.000 EACH | 8700.00000 78300.00| | ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0172 801-07119 756.000 m | 61.15000 46229.40| | BARRICADE, III-B | | | 0173 801-08388 281.000 m | 80.19000 22533.39| | TEMPORARY TRAFFIC BARRIER | | | 0174 801-08389 610.000 m | 75.18000 45859.80| | TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0175 801-09133 6.000 EACH | 17040.67000 102244.02| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0176 801-94295 176.000 EACH | 145.35000 25581.60| | SIGNAL HEAD, RELOCATE | | | 0177 802-05701 58.000 m | 38.40000 2227.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0178 802-05702 330.000 m | 39.45000 13018.50| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0179 802-76025 38.000 m2 | 97.11000 3690.18| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0180 802-76035 61.000 m2 | 101.42000 6186.62| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0181 802-76045 5.000 m2 | 172.63000 863.15| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0182 805-01815 20.000 EACH | 1684.02000 33680.40| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0183 805-01842 43.000 EACH | 533.27000 22930.61| | HANDHOLE, SIGNAL | | | 0184 805-01879 5.000 EACH | 421.00000 2105.00| | SIGNAL SERVICE , INSTALL | | | 0185 805-02087 LUMP | 2105.02000 2105.02| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0186 805-04951 1.000 EACH | 1868.01000 1868.01| | PLATE , STEEL, 1220mm X 915mm X 13mm | | | 0187 805-06592 2500.000 m | 34.26000 85650.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0188 805-08494 5.000 EACH | 3396.11000 16980.55| | RADIO SPREAD SPECTRUM | | | 0189 805-78100 5.000 EACH | 6515.55000 32577.75| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0190 805-78205 40.000 EACH | 625.00000 25000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0191 805-78230 4.000 EACH | 882.11000 3528.44| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0192 805-78415 20.000 EACH | 1263.01000 25260.20| | SPAN, CATENARY, AND TETHER | | | 0193 805-78420 20.000 EACH | 308.74000 6174.80| | DISCONNECT HANGER | | | 0194 805-78467 50.000 m | 6.58000 329.00| | SIGNAL CABLE, 3C 8GA. | | | 0195 805-78470 5480.000 m | 0.69000 3781.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0196 805-78485 670.000 m | 2.31000 1547.70| | SIGNAL CABLE, 5C 14GA. | | | 0197 805-78490 1075.000 m | 2.96000 3182.00| | SIGNAL CABLE, 7C 14GA. | | | 0198 805-78510 3530.000 m | 3.09000 10907.70| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0199 805-78785 44.000 EACH | 402.96000 17730.24| | SIGNAL DETECTOR HOUSING | | | 0200 805-78795 1950.000 m | 29.20000 56940.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0201 805-78925 5.000 EACH | 609.45000 3047.25| | CONTROLLER CABINET FOUNDATION, P1 | | | 0202 805-79020 LUMP | 42902.40000 42902.40| | TRAFFIC SIGNAL INSTALLATION , ACTUATED | | | 0203 805-96261 5970.000 m | 8.48000 50625.60| | FIBER OPTIC CABLE, AERIAL | | | 0204 808-03632 185.000 m | 19.05000 3524.25| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0205 808-06701 1735.000 m | 0.99000 1717.65| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0206 808-06703 2060.000 m | 0.99000 2039.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0207 808-06713 2100.000 m | 1.20000 2520.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0208 808-06716 9140.000 m | 0.98000 8957.20| | LINE, REMOVE | | | 0209 808-75240 850.000 m | 0.99000 841.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0210 808-75245 7675.000 m | 0.99000 7598.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0211 808-75278 190.000 m | 6.26000 1189.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0212 808-75297 370.000 m | 12.53000 4636.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0213 808-75300 1440.000 m | 3.26000 4694.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0214 808-75320 68.000 EACH | 68.16000 4634.88| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0215 808-75325 46.000 EACH | 98.23000 4518.58| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0216 808-75996 190.000 EACH | 5.00000 950.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 205 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,754,133 ROUTE : US 6 CALL ORDER : 205 CONTRACT ID : R -27987-B COUNTIES : PORTER LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0217 808-75998 635.000 EACH | 23.56000 14960.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0218 808-92027 1675.000 m | 4.16000 6968.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0219 715-07071 1.000 EACH | 1000.00000 1000.00| | SAFETY METAL END SECTION, 4:1, 750 mm | | | SECTION TOTALS | $ 22,368,483.46| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,368,483.46| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/25/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 99-9995092 GRADEX, INC./E &B PAVING J/V $ 18,187,009.38 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 18,957,721.05 104.2377% ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER CONSTRUCTION | | | 0001 105-06845 LUMP | 375000.00000 375000.00| 300000.00000 300000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 36.000 MOS | 2500.00000 90000.00| 1700.00000 61200.00| FIELD OFFICE, C | | | 0003 105-07577 36.000 MOS | 215.00000 7740.00| 105.00000 3780.00| CELLULAR SERVICE | | | 0004 108-01614 LUMP | 25000.00000 25000.00| 12000.00000 12000.00| PARTNERING OVERHEAD | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 909350.00000 909350.00| 955000.00000 955000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 375000.00000 375000.00| 578000.00000 578000.00| CLEARING RIGHT OF WAY | | | 0010 202-02240 584.000 m2 | 26.00000 15184.00| 15.00000 8760.00| PAVEMENT REMOVAL | | | 0011 202-05545 3050.000 m3 | 34.00000 103700.00| 37.00000 112850.00| REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-05550 3050.000 m3 | 4.00000 12200.00| 6.90000 21045.00| REGULATED MATERIALS, REMOVE, C | | | 0013 202-05555 3050.000 m3 | 9.50000 28975.00| 10.00000 30500.00| REGULATED MATERIALS, TRANSPORT, C | | | 0014 202-07602 4.000 EACH | 132.00000 528.00| 120.00000 480.00| TESTING FOR WASTE, B , MTBE AND BTEX, | | | WATER, 24 HOUR RETURN | | | 0015 202-07603 450.000 EACH | 106.00000 47700.00| 98.00000 44100.00| TESTING FOR WASTE, C , TPH, SOIL, 24 | | | HOUR RETURN | | | 0016 202-08429 500.000 L | 0.08000 40.00| 0.10000 50.00| REGULATED MATERIALS, DISPOSE, B | | | 0017 202-08430 500.000 L | 0.08000 40.00| 0.10000 50.00| REGULATED MATERIALS, REMOVE, B | | | 0018 202-08431 500.000 L | 0.08000 40.00| 0.10000 50.00| REGULATED MATERIALS, TRANSPORT, B | | | 0019 202-74070 1.000 EACH | 1393.00000 1393.00| 1400.00000 1400.00| OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0020 202-78515 LUMP | 7060.00000 7060.00| 7200.00000 7200.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0021 203-02000 37908.000 m3 | 35.65000 1351420.20| 55.00000 2084940.00| EXCAVATION, COMMON | | | 0022 205-03371 500.000 m3 | 9.50000 4750.00| 28.00000 14000.00| SEDIMENT REMOVE | | | 0023 205-06931 230.000 Mg | 27.00000 6210.00| 65.00000 14950.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 35.000 EACH | 70.00000 2450.00| 72.00000 2520.00| TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 43.500 Mg | 27.00000 1174.50| 66.00000 2871.00| TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 100.000 m | 8.15000 815.00| 5.50000 550.00| TEMPORARY SILT FENCE | | | 0027 207-08263 66699.000 m2 | 4.56000 304147.44| 4.50000 300145.50| SUBGRADE TREATMENT, TYPE IA | | | 0028 210-07095 LUMP | 65000.00000 65000.00| 5000.00000 5000.00| TEMPORARY LAWN RESTORATION | | | 0029 210-07562 1236.000 m | 7.30000 9022.80| 17.00000 21012.00| TEMPORARY STONE SIDEWALK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 211-07454 32030.000 m3 | 26.15000 837584.50| 36.00000 1153080.00| STRUCTURE BACKFILL | | | 0031 213-52830 5704.000 m3 | 68.67000 391693.68| 71.00000 404984.00| FLOWABLE MORTAR | | | 0032 301-07448 9847.500 Mg | 28.00000 275730.00| 29.00000 285577.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 304-07489 338.000 Mg | 70.00000 23660.00| 93.00000 31434.00| HMA PATCHING, TYPE A | | | 0034 306-08034 9530.400 m2 | 2.00000 19060.80| 1.70000 16201.68| MILLING, ASPHALT, 38 mm | | | 0035 401-06264 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0036 401-07334 3929.000 Mg | 94.00000 369326.00| 88.00000 345752.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0037 401-07403 6535.000 Mg | 75.00000 490125.00| 67.50000 441112.50| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0038 401-07418 19047.000 Mg | 75.00000 1428525.00| 67.50000 1285672.50| QC/QA-HMA, 3, 76, BASE, 25.0 MM | | | 0039 401-07430 9477.000 Mg | 50.00000 473850.00| 67.50000 639697.50| QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0040 402-07432 25.000 Mg | 94.00000 2350.00| 100.00000 2500.00| HMA SURFACE, TYPE A | | | 0041 402-07433 1370.000 Mg | 99.00000 135630.00| 75.00000 102750.00| HMA SURFACE, TYPE B | | | 0042 402-07434 736.000 Mg | 94.00000 69184.00| 90.00000 66240.00| HMA SURFACE, TYPE C | | | 0043 402-07440 2000.000 Mg | 50.00000 100000.00| 75.00000 150000.00| HMA BASE, TYPE A | | | 0044 402-07442 2208.000 Mg | 70.00000 154560.00| 60.00000 132480.00| HMA BASE, TYPE C | | | 0045 402-07453 7591.000 Mg | 22.00000 167002.00| 75.00000 569325.00| HMA FOR TEMPORARY PAVEMENT , 300 mm | | | 0046 406-05520 69.800 Mg | 100.00000 6980.00| 200.00000 13960.00| ASPHALT FOR TACK COAT | | | 0047 603-04124 1.000 EACH | 490.00000 490.00| 1000.00000 1000.00| FENCE GATE, CHAIN LINK, 1200 mm X 1.2 m | | | 0048 603-06045 10.700 m | 90.00000 963.00| 87.00000 930.90| FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 604-07897 10.200 m2 | 160.00000 1632.00| 100.00000 1020.00| CURB RAMP, CONCRETE, C | | | 0050 604-07900 555.100 m2 | 160.00000 88816.00| 100.00000 55510.00| CURB RAMP, CONCRETE, F | | | 0051 604-07901 112.600 m2 | 160.00000 18016.00| 100.00000 11260.00| CURB RAMP, CONCRETE, G | | | 0052 604-07902 150.000 m2 | 160.00000 24000.00| 100.00000 15000.00| CURB RAMP, CONCRETE, H | | | 0053 604-44251 30.800 m3 | 600.00000 18480.00| 845.00000 26026.00| STEPS, CONCRETE | | | 0054 604-91531 8377.000 m2 | 36.00000 301572.00| 30.00000 251310.00| SIDEWALK, CONCRETE, 100 mm | | | 0055 605-06120 1087.000 m | 80.00000 86960.00| 45.00000 48915.00| CURB, CONCRETE | | | 0056 605-06140 7.000 m | 200.00000 1400.00| 340.00000 2380.00| CURB AND GUTTER, CONCRETE | | | 0057 605-06150 5605.600 m | 80.00000 448448.00| 45.00000 252252.00| CURB AND GUTTER, C, CONCRETE | | | 0058 610-07486 505.300 Mg | 160.00000 80848.00| 120.00000 60636.00| HMA FOR APPROACHES, TYPE A | | | 0059 610-07487 7538.000 Mg | 80.00000 603040.00| 79.00000 595502.00| HMA FOR APPROACHES, TYPE B | | | 0060 610-08446 4566.100 m2 | 44.50000 203191.45| 46.00000 210040.60| PCCP FOR APPROACHES, 150 mm | | | 0061 611-06497 13.000 EACH | 130.00000 1690.00| 180.00000 2340.00| MAILBOX ASSEMBLY, SINGLE | | | 0062 615-06490 60.000 EACH | 120.00000 7200.00| 115.00000 6900.00| RIGHT OF WAY MARKER | | | 0063 615-06496 30.000 EACH | 45.00000 1350.00| 50.00000 1500.00| PARKING BARRIER | | | 0064 615-06505 41.000 EACH | 400.00000 16400.00| 470.00000 19270.00| MONUMENT, B | | | 0065 616-02320 50.900 m2 | 2.70000 137.43| 2.20000 111.98| GEOTEXTILES | | | 0066 616-06405 23.800 Mg | 32.00000 761.60| 55.00000 1309.00| RIPRAP, REVETMENT | | | 0067 621-01004 13.000 EACH | 795.00000 10335.00| 725.00000 9425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 621-06545 2.400 Mg | 840.00000 2016.00| 755.00000 1812.00| FERTILIZER | | | 0069 621-06553 461.000 kg | 8.85000 4079.85| 5.90000 2719.90| SEED MIXTURE, R | | | 0070 621-06557 265.200 kg | 4.45000 1180.14| 11.00000 2917.20| SEED MIXTURE, T | | | 0071 621-06560 2504.000 m2 | 0.66000 1652.64| 0.60000 1502.40| MULCHED SEEDING, U | | | 0072 621-06565 13.300 Mg | 641.00000 8525.30| 425.00000 5652.50| MULCHING MATERIAL | | | 0073 621-06567 362.500 kL | 2.65000 960.63| 0.50000 181.25| WATER | | | 0074 621-06575 20112.300 m2 | 3.97000 79845.83| 3.20000 64359.36| SODDING, NURSERY | | | 0075 714-04802 389.000 m2 | 83.25000 32384.25| 74.00000 28786.00| CONCRETE MODULAR BLOCK WALL , | | | NON-REINFORCED | | | 0076 714-07539 27.500 m | 1600.00000 44000.00| 4300.00000 118250.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 600 mm | | | 0077 714-44240 26.000 m3 | 810.00000 21060.00| 1700.00000 44200.00| CONCRETE, A, STRUCTURES | | | 0078 715-01378 3.000 m | 211.00000 633.00| 340.00000 1020.00| PIPE, PVC, SDR-35, 254 mm , SEWER, 2.44 | | | m TO 3.05 m DEEP | | | 0079 715-01902 21.000 m | 85.00000 1785.00| 100.00000 2100.00| WATER SERVICE LINE, 50 mm COPPER, TYPE | | | 0080 715-01905 33.000 m | 88.00000 2904.00| 65.00000 2145.00| WATER SERVICE LINE, 75 mm , PVC, SDR-21 | | | 0081 715-02919 2.000 EACH | 605.00000 1210.00| 625.00000 1250.00| GATE VALVE, 50 mm | | | 0082 715-02961 231.000 m | 180.00000 41580.00| 195.00000 45045.00| WATER MAIN, 400 mm , PVC, C-900 | | | 0083 715-04612 21.000 m | 250.00000 5250.00| 275.00000 5775.00| PIPE , PVC, F-679, 600 mm | | | 0084 715-04612 116.000 m | 410.00000 47560.00| 505.00000 58580.00| PIPE , PVC, F-679, 838 mm | | | 0085 715-04612 112.000 m | 420.00000 47040.00| 525.00000 58800.00| PIPE , PVC, F-679, 838 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-04612 3.000 m | 450.00000 1350.00| 525.00000 1575.00| PIPE , PVC, F-679, 910 mm | | | 0087 715-04612 112.000 m | 800.00000 89600.00| 935.00000 104720.00| PIPE , RCP, 1830 mm, SEWER, 2.44 m TO | | | 0088 715-04612 88.000 m | 815.00000 71720.00| 1000.00000 88000.00| PIPE , RCP, 1830 mm, SEWER, 3.05 m TO | | | 0089 715-04612 22.000 m | 825.00000 18150.00| 1200.00000 26400.00| PIPE , RCP, 1830 mm, SEWER, 3.66 m TO | | | 0090 715-04612 12.000 m | 132.00000 1584.00| 260.00000 3120.00| PIPE , SEWER, PVC, 150 mm, SDR-35 | | | 0091 715-04612 5.000 m | 290.00000 1450.00| 310.00000 1550.00| PIPE , SEWER, PVC, 600mm, F-679 | | | 0092 715-04612 9.000 m | 360.00000 3240.00| 580.00000 5220.00| PIPE , SEWER, PVC, 813 mm, F-679 | | | 0093 715-04612 70.000 m | 425.00000 29750.00| 580.00000 40600.00| PIPE , SEWER, PVC, 910 mm, F-670 | | | 0094 715-04612 19.000 m | 425.00000 8075.00| 505.00000 9595.00| PIPE , SEWER, PVC, 910 mm, F-679 | | | 0095 715-04612 5.000 m | 415.00000 2075.00| 535.00000 2675.00| PIPE , SEWER, PVC, 910 mm, F-679 | | | 0096 715-04612 4.000 m | 420.00000 1680.00| 1300.00000 5200.00| PIPE , SEWER, PVC, 910 mm, F-679 | | | 0097 715-04612 7.000 m | 117.00000 819.00| 87.00000 609.00| PIPE , WATERMAIN, 100 | | | 0098 715-04612 73.000 m | 106.00000 7738.00| 110.00000 8030.00| PIPE , WATERMAIN, 50 mm, COPPER, TYPE K | | | 0099 715-04855 3.000 EACH | 2085.00000 6255.00| 1400.00000 4200.00| PIPE END SECTION, 1050 mm | | | 0100 715-05019 21.000 m | 220.00000 4620.00| 170.00000 3570.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0101 715-05024 1722.800 m | 220.00000 379016.00| 170.00000 292876.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0102 715-05048 9795.000 m | 12.00000 117540.00| 12.00000 117540.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05049 150.000 m | 15.00000 2250.00| 58.00000 8700.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0104 715-05051 50.000 m | 17.00000 850.00| 62.00000 3100.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0105 715-05053 183.000 m | 87.00000 15921.00| 51.00000 9333.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-05061 1.000 m | 285.00000 285.00| 340.00000 340.00| WATER SERVICE LINE, 150 mm , 150 mm, | | | C-900 | | | 0107 715-05115 50.000 m | 115.00000 5750.00| 48.00000 2400.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0108 715-05116 50.000 m | 130.00000 6500.00| 58.00000 2900.00| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0109 715-05117 50.000 m | 145.00000 7250.00| 65.00000 3250.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0110 715-05127 29.000 m | 325.00000 9425.00| 78.00000 2262.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0111 715-05147 5.000 m | 160.00000 800.00| 78.00000 390.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0112 715-05149 1769.700 m | 95.00000 168121.50| 81.00000 143345.70| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05151 1052.000 m | 105.00000 110460.00| 91.00000 95732.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0114 715-05152 406.000 m | 110.00000 44660.00| 97.00000 39382.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0115 715-05153 402.000 m | 140.00000 56280.00| 110.00000 44220.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0116 715-05154 451.000 m | 150.00000 67650.00| 125.00000 56375.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0117 715-05156 793.000 m | 200.00000 158600.00| 145.00000 114985.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0118 715-05159 1910.000 m | 371.00000 708610.00| 195.00000 372450.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0119 715-05168 5.000 m | 126.00000 630.00| 81.00000 405.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0120 715-05169 332.000 m | 105.00000 34860.00| 91.00000 30212.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0121 715-05171 131.500 m | 110.00000 14465.00| 97.00000 12755.50| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0122 715-05177 122.500 m | 220.00000 26950.00| 170.00000 20825.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0123 715-05203 7.000 m | 112.00000 784.00| 51.00000 357.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0124 715-05335 65.000 m | 300.00000 19500.00| 300.00000 19500.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 715-05338 118.000 m | 375.00000 44250.00| 400.00000 47200.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0126 715-06692 1612.000 m | 110.00000 177320.00| 170.00000 274040.00| LATERAL SERVICE, 150 mm | | | 0127 715-08305 3648.000 Mg | 71.95000 262473.60| 64.00000 233472.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0128 715-46000 1.000 EACH | 498.00000 498.00| 335.00000 335.00| PIPE END SECTION, 300 mm | | | 0129 715-46005 35.000 EACH | 600.00000 21000.00| 375.00000 13125.00| PIPE END SECTION, 375 mm | | | 0130 715-46010 10.000 EACH | 700.00000 7000.00| 455.00000 4550.00| PIPE END SECTION, 450 mm | | | 0131 715-46040 3.000 EACH | 1500.00000 4500.00| 860.00000 2580.00| PIPE END SECTION, 900 mm | | | 0132 715-92525 49.000 m | 108.00000 5292.00| 185.00000 9065.00| WATER MAIN, 250 mm , PVC, C-900 | | | 0133 715-93912 3977.000 m | 95.00000 377815.00| 89.00000 353953.00| WATER MAIN, 150 mm , PVC, C-900 | | | 0134 715-93913 464.000 m | 110.00000 51040.00| 110.00000 51040.00| WATER MAIN, 200 mm , PVC, C-900 | | | 0135 715-94456 5.000 m | 294.00000 1470.00| 170.00000 850.00| PIPE, PVC, SDR-35, 381 mm , SEWER, 0 m | | | TO 2.44 m DEEP | | | 0136 715-94456 3.000 m | 306.00000 918.00| 185.00000 555.00| PIPE, PVC, SDR-35, 381 mm , SEWER, 2.44 | | | m TO 3.05 m DEEP | | | 0138 715-94457 82.000 m | 100.00000 8200.00| 155.00000 12710.00| PIPE, PVC, SDR 35, 200 mm , SEWER, 0 m | | | TO 2.44 m DEEP | | | 0139 715-94457 154.000 m | 108.00000 16632.00| 190.00000 29260.00| PIPE, PVC, SDR 35, 200 mm , SEWER, 2.44 | | | m TO 3.05 m DEEP | | | 0140 715-96040 325.000 m | 125.00000 40625.00| 155.00000 50375.00| PIPE, PVC, SDR 35, 300 mm , SEWER, 0 m | | | TO 2.44 m DEEP | | | 0141 715-96040 49.000 m | 130.00000 6370.00| 190.00000 9310.00| PIPE, PVC, SDR 35, 300 mm , SEWER, 2.44 | | | m TO 3.05 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 715-96040 135.000 m | 138.00000 18630.00| 190.00000 25650.00| PIPE, PVC, SDR 35, 300 mm , SEWER, 3.05 | | | m TO 3.66 m DEEP | | | 0143 715-96629 55.000 m | 95.00000 5225.00| 68.00000 3740.00| WATER SERVICE LINE, 1 IN. COPPER, TYPE | | | 0144 715-97691 2.000 EACH | 4775.00000 9550.00| 7700.00000 15400.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0145 715-98165 113.000 m | 130.00000 14690.00| 150.00000 16950.00| WATERMAIN, 300 mm , PVC, C-900 | | | 0146 716-02965 19.500 m | 1780.00000 34710.00| 1600.00000 31200.00| PIPE CASING, 750 mm, JACK AND BORE STEE | | | 0147 716-04832 40.000 m | 2490.00000 99600.00| 2500.00000 100000.00| PIPE CASING, STEEL, 1125 mm, JACK AND | | | BORE | | | 0148 716-04832 72.000 m | 2958.00000 212976.00| 3400.00000 244800.00| PIPE CASING, STEEL, 1325 mm, JACK AND | | | BORE | | | 0149 716-04832 33.000 m | 1950.00000 64350.00| 1700.00000 56100.00| PIPE CASING, STEEL, 900 mm, JACK AND | | | BORE | | | 0150 718-06528 30.000 EACH | 754.00000 22620.00| 620.00000 18600.00| OUTLET PROTECTOR, 1 | | | 0151 718-06532 1000.000 m | 3.40000 3400.00| 2.60000 2600.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0152 718-52610 2116.000 m3 | 38.00000 80408.00| 44.00000 93104.00| AGGREGATE FOR UNDERDRAINS | | | 0153 718-99153 21252.000 m2 | 1.00000 21252.00| 1.10000 23377.20| GEOTEXTILES FOR UNDERDRAIN | | | 0154 720-03194 5.000 EACH | 2200.00000 11000.00| 3600.00000 18000.00| MANHOLE , 1219 mm, 0 m TO 2.44 m DEEP | | | 0155 720-03194 4.000 EACH | 2300.00000 9200.00| 4400.00000 17600.00| MANHOLE , 1219 mm, 2.44 M to 3.05 m DEE | | | 0156 720-03194 5.000 EACH | 2400.00000 12000.00| 5500.00000 27500.00| MANHOLE , 1219 mm, 3.05 m TO 3.66 m | | | DEEP | | | 0157 720-03194 2.000 EACH | 2600.00000 5200.00| 9800.00000 19600.00| MANHOLE , 1219 mm, 3.66 m to 4.27 m DEE | | | 0158 720-03194 1.000 EACH | 9400.00000 9400.00| 28000.00000 28000.00| MANHOLE , 2590 mm, 3.66 m TO 4.27 m DEE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 720-03194 2.000 EACH | 2500.00000 5000.00| 15000.00000 30000.00| MANHOLE , DROP, 1219 mm, 2.44 m TO 3.05 | | | m | | | 0160 720-03194 1.000 EACH | 3500.00000 3500.00| 4700.00000 4700.00| MANHOLE , DROP, 1219 mm, 4.27 m TO 4. | | | 88 m DEEP | | | 0161 720-03194 1.000 EACH | 2700.00000 2700.00| 9100.00000 9100.00| MANHOLE , DROP,1219 mm, 0 m TO 2.44 m | | | DEEP | | | 0162 720-04721 2.000 EACH | 3500.00000 7000.00| 3800.00000 7600.00| MANHOLE, K | | | 0163 720-44000 104.000 EACH | 680.00000 70720.00| 585.00000 60840.00| CASTING, ADJUST TO GRADE | | | 0164 720-44296 1.000 EACH | 900.00000 900.00| 680.00000 680.00| CAP INLET | | | 0165 720-45035 1.000 EACH | 1275.00000 1275.00| 1400.00000 1400.00| INLET, F7 | | | 0166 720-45080 4.000 EACH | 1750.00000 7000.00| 2500.00000 10000.00| INLET, S14 | | | 0167 720-45250 1.000 EACH | 1500.00000 1500.00| 3600.00000 3600.00| CATCH BASIN, K10 | | | 0168 720-45275 53.000 EACH | 1400.00000 74200.00| 865.00000 45845.00| PIPE CATCH BASIN, 600 mm | | | 0169 720-45410 83.000 EACH | 2100.00000 174300.00| 2500.00000 207500.00| MANHOLE, C4 | | | 0170 720-93411 2.000 EACH | 1650.00000 3300.00| 2200.00000 4400.00| INLET, C15, MODIFIED | | | 0171 720-94612 48.000 EACH | 3900.00000 187200.00| 4600.00000 220800.00| MANHOLE, K4 | | | 0172 720-95422 49.000 EACH | 3400.00000 166600.00| 3300.00000 161700.00| MANHOLE, J4 | | | 0173 720-96999 31.000 EACH | 3500.00000 108500.00| 3300.00000 102300.00| FIRE HYDRANT ASSEMBLY , WITH 150 mm | | | GATE VALVE | | | 0174 720-98174 200.000 EACH | 2300.00000 460000.00| 2500.00000 500000.00| INLET, B15 | | | 0175 720-98555 37.000 EACH | 2200.00000 81400.00| 2500.00000 92500.00| INLET, C15 | | | 0176 731-93946 389.000 m2 | 218.20000 84879.80| 180.00000 70020.00| WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 731-93947 320.000 m | 60.00000 19200.00| 75.00000 24000.00| LEVELING PAD, CONCRETE | | | 0178 732-02185 14.000 m | 88.00000 1232.00| 65.00000 910.00| WATER SERVICE LINE, 37.5 mm COPPER, | | | TYPE K | | | 0179 732-02388 1.000 EACH | 4000.00000 4000.00| 850.00000 850.00| WATER MAIN CONNECTION, DEATIL NO. 14 | | | 0180 732-02388 1.000 EACH | 2000.00000 2000.00| 930.00000 930.00| WATER MAIN CONNECTION, DETAIL NO. 1 | | | 0181 732-02388 1.000 EACH | 1200.00000 1200.00| 610.00000 610.00| WATER MAIN CONNECTION, DETAIL NO. 10 | | | 0182 732-02388 1.000 EACH | 6000.00000 6000.00| 3000.00000 3000.00| WATER MAIN CONNECTION, DETAIL NO. 11 | | | 0183 732-02388 1.000 EACH | 1200.00000 1200.00| 610.00000 610.00| WATER MAIN CONNECTION, DETAIL NO. 12 | | | 0184 732-02388 1.000 EACH | 1200.00000 1200.00| 640.00000 640.00| WATER MAIN CONNECTION, DETAIL NO. 13 | | | 0185 732-02388 1.000 EACH | 1200.00000 1200.00| 650.00000 650.00| WATER MAIN CONNECTION, DETAIL NO. 15 | | | 0186 732-02388 1.000 EACH | 15000.00000 15000.00| 2700.00000 2700.00| WATER MAIN CONNECTION, DETAIL NO. 16 | | | 0187 732-02388 1.000 EACH | 1200.00000 1200.00| 650.00000 650.00| WATER MAIN CONNECTION, DETAIL NO. 17 | | | 0188 732-02388 1.000 EACH | 14000.00000 14000.00| 3700.00000 3700.00| WATER MAIN CONNECTION, DETAIL NO. 18 | | | 0189 732-02388 1.000 EACH | 1200.00000 1200.00| 730.00000 730.00| WATER MAIN CONNECTION, DETAIL NO. 19 | | | 0190 732-02388 1.000 EACH | 6000.00000 6000.00| 1800.00000 1800.00| WATER MAIN CONNECTION, DETAIL NO. 2 | | | 0191 732-02388 1.000 EACH | 1200.00000 1200.00| 730.00000 730.00| WATER MAIN CONNECTION, DETAIL NO. 20 | | | 0192 732-02388 1.000 EACH | 4000.00000 4000.00| 3800.00000 3800.00| WATER MAIN CONNECTION, DETAIL NO. 21 | | | 0193 732-02388 1.000 EACH | 5000.00000 5000.00| 1000.00000 1000.00| WATER MAIN CONNECTION, DETAIL NO. 22 | | | 0194 732-02388 1.000 EACH | 3000.00000 3000.00| 3800.00000 3800.00| WATER MAIN CONNECTION, DETAIL NO. 23 | | | 0195 732-02388 1.000 EACH | 1200.00000 1200.00| 640.00000 640.00| WATER MAIN CONNECTION, DETAIL NO. 24 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 732-02388 1.000 EACH | 4000.00000 4000.00| 1100.00000 1100.00| WATER MAIN CONNECTION, DETAIL NO. 25 | | | 0197 732-02388 1.000 EACH | 1500.00000 1500.00| 640.00000 640.00| WATER MAIN CONNECTION, DETAIL NO. 26 | | | 0198 732-02388 1.000 EACH | 1500.00000 1500.00| 640.00000 640.00| WATER MAIN CONNECTION, DETAIL NO. 27 | | | 0199 732-02388 1.000 EACH | 1500.00000 1500.00| 740.00000 740.00| WATER MAIN CONNECTION, DETAIL NO. 28 | | | 0200 732-02388 1.000 EACH | 3000.00000 3000.00| 1300.00000 1300.00| WATER MAIN CONNECTION, DETAIL NO. 29 | | | 0201 732-02388 1.000 EACH | 5000.00000 5000.00| 11000.00000 11000.00| WATER MAIN CONNECTION, DETAIL NO. 3 | | | 0202 732-02388 1.000 EACH | 1500.00000 1500.00| 1600.00000 1600.00| WATER MAIN CONNECTION, DETAIL NO. 30 | | | 0203 732-02388 1.000 EACH | 1200.00000 1200.00| 740.00000 740.00| WATER MAIN CONNECTION, DETAIL NO. 31 | | | 0204 732-02388 1.000 EACH | 3000.00000 3000.00| 1200.00000 1200.00| WATER MAIN CONNECTION, DETAIL NO. 32 | | | 0205 732-02388 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| WATER MAIN CONNECTION, DETAIL NO. 33 | | | 0206 732-02388 1.000 EACH | 2000.00000 2000.00| 1600.00000 1600.00| WATER MAIN CONNECTION, DETAIL NO. 34 | | | 0207 732-02388 1.000 EACH | 3000.00000 3000.00| 1800.00000 1800.00| WATER MAIN CONNECTION, DETAIL NO. 35 | | | 0208 732-02388 1.000 EACH | 2000.00000 2000.00| 965.00000 965.00| WATER MAIN CONNECTION, DETAIL NO. 36 | | | 0209 732-02388 1.000 EACH | 1500.00000 1500.00| 610.00000 610.00| WATER MAIN CONNECTION, DETAIL NO. 37 | | | 0210 732-02388 1.000 EACH | 1000.00000 1000.00| 810.00000 810.00| WATER MAIN CONNECTION, DETAIL NO. 38 | | | 0211 732-02388 1.000 EACH | 5000.00000 5000.00| 1800.00000 1800.00| WATER MAIN CONNECTION, DETAIL NO. 39 | | | 0212 732-02388 1.000 EACH | 6000.00000 6000.00| 11000.00000 11000.00| WATER MAIN CONNECTION, DETAIL NO. 4 | | | 0213 732-02388 1.000 EACH | 1500.00000 1500.00| 845.00000 845.00| WATER MAIN CONNECTION, DETAIL NO. 40 | | | 0214 732-02388 1.000 EACH | 1200.00000 1200.00| 610.00000 610.00| WATER MAIN CONNECTION, DETAIL NO. 41 | | | 0215 732-02388 1.000 EACH | 7000.00000 7000.00| 5500.00000 5500.00| WATER MAIN CONNECTION, DETAIL NO. 42 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 732-02388 1.000 EACH | 5000.00000 5000.00| 7500.00000 7500.00| WATER MAIN CONNECTION, DETAIL NO. 43 | | | 0217 732-02388 1.000 EACH | 7000.00000 7000.00| 9400.00000 9400.00| WATER MAIN CONNECTION, DETAIL NO. 44 | | | 0218 732-02388 1.000 EACH | 6000.00000 6000.00| 7200.00000 7200.00| WATER MAIN CONNECTION, DETAIL NO. 45 | | | 0219 732-02388 1.000 EACH | 6000.00000 6000.00| 7100.00000 7100.00| WATER MAIN CONNECTION, DETAIL NO. 46 | | | 0220 732-02388 1.000 EACH | 2000.00000 2000.00| 1000.00000 1000.00| WATER MAIN CONNECTION, DETAIL NO. 47 | | | 0221 732-02388 1.000 EACH | 9000.00000 9000.00| 6800.00000 6800.00| WATER MAIN CONNECTION, DETAIL NO. 48 | | | 0222 732-02388 1.000 EACH | 3000.00000 3000.00| 3800.00000 3800.00| WATER MAIN CONNECTION, DETAIL NO. 49 | | | 0223 732-02388 1.000 EACH | 3000.00000 3000.00| 1800.00000 1800.00| WATER MAIN CONNECTION, DETAIL NO. 5 | | | 0224 732-02388 1.000 EACH | 4000.00000 4000.00| 1800.00000 1800.00| WATER MAIN CONNECTION, DETAIL NO. 50 | | | 0225 732-02388 1.000 EACH | 6000.00000 6000.00| 5300.00000 5300.00| WATER MAIN CONNECTION, DETAIL NO. 51 | | | 0226 732-02388 1.000 EACH | 3000.00000 3000.00| 2500.00000 2500.00| WATER MAIN CONNECTION, DETAIL NO. 52 | | | 0227 732-02388 1.000 EACH | 2000.00000 2000.00| 2400.00000 2400.00| WATER MAIN CONNECTION, DETAIL NO. 53 | | | 0228 732-02388 1.000 EACH | 2000.00000 2000.00| 1400.00000 1400.00| WATER MAIN CONNECTION, DETAIL NO. 54 | | | 0229 732-02388 1.000 EACH | 3000.00000 3000.00| 2500.00000 2500.00| WATER MAIN CONNECTION, DETAIL NO. 55 | | | 0230 732-02388 1.000 EACH | 3000.00000 3000.00| 5200.00000 5200.00| WATER MAIN CONNECTION, DETAIL NO. 56 | | | 0231 732-02388 1.000 EACH | 1000.00000 1000.00| 640.00000 640.00| WATER MAIN CONNECTION, DETAIL NO. 6 | | | 0232 732-02388 1.000 EACH | 1500.00000 1500.00| 740.00000 740.00| WATER MAIN CONNECTION, DETAIL NO. 7 | | | 0233 732-02388 1.000 EACH | 4000.00000 4000.00| 2400.00000 2400.00| WATER MAIN CONNECTION, DETAIL NO. 8 | | | 0234 732-02388 1.000 EACH | 1500.00000 1500.00| 4300.00000 4300.00| WATER MAIN CONNECTION, DETAIL NO. 9 | | | 0235 732-04836 4.000 EACH | 1000.00000 4000.00| 840.00000 3360.00| GATE VALVE , 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0236 732-04836 62.000 EACH | 1300.00000 80600.00| 905.00000 56110.00| GATE VALVE , 150 mm | | | 0237 732-04836 7.000 EACH | 1500.00000 10500.00| 1100.00000 7700.00| GATE VALVE , 200 mm | | | 0238 732-04836 5.000 EACH | 2000.00000 10000.00| 1600.00000 8000.00| GATE VALVE , 300 mm | | | 0239 732-04836 3.000 EACH | 3000.00000 9000.00| 4200.00000 12600.00| GATE VALVE , 400 mm | | | 0240 732-04836 6.000 EACH | 1500.00000 9000.00| 1400.00000 8400.00| GATE VALVE 250 mm | | | 0241 732-04987 2.000 EACH | 1500.00000 3000.00| 1300.00000 2600.00| CONNECTION TO EXISTING LARGE DIAMETER/ | | | 0242 732-04987 6.000 EACH | 1500.00000 9000.00| 1000.00000 6000.00| CONNECTION TO EXISTING MANHOLE | | | 0243 732-04994 304.000 EACH | 1200.00000 364800.00| 915.00000 278160.00| METER SETTING WITH BLOCK SUPPORTS | | | 0244 732-07653 52.000 Mg | 40.00000 2080.00| 57.00000 2964.00| COARSE AGGREGATE, NO. 8 | | | 0245 732-90573 2345.000 m | 78.00000 182910.00| 44.00000 103180.00| WATER SERVICE LINE, 18.75 mm , COPPER, | | | TYPE K | | | 0246 801-01504 10.000 EACH | 100.00000 1000.00| 51.00000 510.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0247 801-04308 58.000 EACH | 600.00000 34800.00| 970.00000 56260.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0248 801-06203 5000.000 m | 0.80000 4000.00| 0.55000 2750.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0249 801-06216 100.000 m | 30.00000 3000.00| 7.70000 770.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0250 801-06625 56.000 EACH | 260.00000 14560.00| 160.00000 8960.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0251 801-06640 107.000 EACH | 270.00000 28890.00| 445.00000 47615.00| CONSTRUCTION SIGN, A | | | 0252 801-06645 12.000 EACH | 100.00000 1200.00| 88.00000 1056.00| CONSTRUCTION SIGN, B | | | 0253 801-06775 LUMP | 575000.00000 575000.00| 500000.00000 500000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0254 801-07118 309.600 m | 50.00000 15480.00| 79.00000 24458.40| BARRICADE, III-A | | | 0255 801-07119 133.200 m | 156.00000 20779.20| 96.00000 12787.20| BARRICADE, III-B | | | 0256 802-05701 936.000 m | 21.45000 20077.20| 22.00000 20592.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0257 802-76025 100.561 m2 | 125.32000 12602.30| 125.00000 12570.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0258 802-76035 66.690 m2 | 131.54000 8772.40| 135.00000 9003.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0259 802-76045 3.260 m2 | 139.55000 454.93| 140.00000 456.40| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0260 804-93726 30.000 EACH | 25.00000 750.00| 36.00000 1080.00| DELINEATOR | | | 0261 805-01815 14.000 EACH | 2194.00000 30716.00| 2200.00000 30800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0262 805-01842 12.000 EACH | 811.00000 9732.00| 820.00000 9840.00| HANDHOLE, SIGNAL | | | 0263 805-01879 4.000 EACH | 709.00000 2836.00| 720.00000 2880.00| SIGNAL SERVICE | | | 0264 805-01893 LUMP | 5946.00000 5946.00| 6100.00000 6100.00| MAINTAINING TRAFFIC SIGNAL | | | 0265 805-02087 LUMP | 960.00000 960.00| 985.00000 985.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0266 805-02503 3388.000 m | 1.00000 3388.00| 1.30000 4404.40| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0267 805-06592 595.000 m | 48.26000 28714.70| 49.00000 29155.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0268 805-06834 3.000 EACH | 9274.00000 27822.00| 9300.00000 27900.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0269 805-78010 1.000 EACH | 1475.00000 1475.00| 1500.00000 1500.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 805-78195 8.000 EACH | 282.00000 2256.00| 285.00000 2280.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0271 805-78205 24.000 EACH | 531.00000 12744.00| 535.00000 12840.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0272 805-78415 13.000 EACH | 1407.00000 18291.00| 1400.00000 18200.00| SPAN, CATENARY, AND TETHER | | | 0273 805-78420 13.000 EACH | 197.00000 2561.00| 195.00000 2535.00| DISCONNECT HANGER | | | 0274 805-78467 65.000 m | 6.73000 437.45| 5.10000 331.50| SIGNAL CABLE, 3C 8GA. | | | 0275 805-78485 764.000 m | 4.11000 3140.04| 3.60000 2750.40| SIGNAL CABLE, 5C 14GA. | | | 0276 805-78490 1132.000 m | 4.73000 5354.36| 4.00000 4528.00| SIGNAL CABLE, 7C 14GA. | | | 0277 805-78510 1128.000 m | 2.98000 3361.44| 2.80000 3158.40| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0278 805-78785 22.000 EACH | 879.33000 19345.26| 885.00000 19470.00| SIGNAL DETECTOR HOUSING | | | 0279 805-78795 1188.000 m | 17.32000 20576.16| 17.00000 20196.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0280 805-78925 3.000 EACH | 1040.00000 3120.00| 1100.00000 3300.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0281 805-81032 14.000 EACH | 3259.00000 45626.00| 3300.00000 46200.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0282 805-92504 12.000 EACH | 398.00000 4776.00| 395.00000 4740.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0283 805-96121 12.000 EACH | 132.00000 1584.00| 135.00000 1620.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0284 808-04298 4.000 EACH | 800.00000 3200.00| 335.00000 1340.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0285 808-06703 4053.000 m | 1.00000 4053.00| 1.00000 4053.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0286 808-75240 267.000 m | 1.00000 267.00| 1.00000 267.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0287 808-75245 8831.000 m | 1.00000 8831.00| 1.00000 8831.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 215 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,434,423 ROUTE : 103 CALL ORDER : 215 CONTRACT ID : R -28017-B COUNTIES : HENRY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 99-9995092 |( 2 ) 35-1875662 |( ) |GRADEX, INC./E & B PAVING J/ |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0288 808-75297 367.000 m | 16.00000 5872.00| 13.00000 4771.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0289 808-75300 478.000 m | 4.00000 1912.00| 3.30000 1577.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0290 808-75320 26.000 EACH | 80.00000 2080.00| 78.00000 2028.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0291 808-75325 22.000 EACH | 100.00000 2200.00| 115.00000 2530.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0292 808-75996 250.000 EACH | 1.00000 250.00| 8.30000 2075.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0293 808-75998 320.000 EACH | 19.50000 6240.00| 19.00000 6080.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 18,187,009.38| $ 18,957,721.05| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,187,009.38| $ 18,957,721.05| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 41,703,000.00 100.0000% 2 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 43,631,524.99 104.6244% ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 2243000.00000 2243000.00| 545000.00000 545000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 5.000 EACH | 60.00000 300.00| 450.00000 2250.00| RADIO | | | 0003 105-07040 30.000 MOS | 3941.67000 118250.10| 2116.96000 63508.80| FIELD OFFICE, C | | | 0004 105-08520 3.000 EACH | 150.00000 450.00| 450.00000 1350.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 90.000 MOS | 90.00000 8100.00| 130.00000 11700.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 150.000 MOS | 60.00000 9000.00| 130.00000 19500.00| RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 108-01614 LUMP | 30000.00000 30000.00| 14769.59000 14769.59| PARTNERING OVERHEAD | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 110-01001 LUMP | 2100000.00000 2100000.00| 2181576.25000 2181576.25| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 630000.00000 630000.00| 754372.88000 754372.88| CLEARING RIGHT OF WAY | | | 0014 202-02240 3370.000 m2 | 20.00000 67400.00| 9.20000 31004.00| PAVEMENT REMOVAL | | | 0015 202-03000 LUMP | 20400.00000 20400.00| 26000.00000 26000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0016 202-03000 LUMP | 23900.00000 23900.00| 30000.00000 30000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0017 202-03000 LUMP | 3500.00000 3500.00| 3800.00000 3800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0018 202-03000 LUMP | 17000.00000 17000.00| 23000.00000 23000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0019 202-51330 LUMP | 40000.00000 40000.00| 27742.65000 27742.65| PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0020 203-02010 240.000 m3 | 101.52000 24364.80| 48.56000 11654.40| EXCAVATION, ROCK | | | 0021 203-02055 1724356.000 m3 | 7.00000 12070492.00| 8.50000 14657026.00| EMBANKMENT | | | 0022 203-51223 645.000 m3 | 25.00000 16125.00| 6.90000 4450.50| EXCAVATION, WATERWAY | | | 0023 204-02290 14.000 EACH | 1200.00000 16800.00| 13600.00000 190400.00| SETTLEMENT PLATE | | | 0024 204-08415 14.000 EACH | 650.00000 9100.00| 31.00000 434.00| STAKES, SETTLEMENT | | | 0025 204-08552 14.000 EACH | 3500.00000 49000.00| 3487.57000 48825.98| VIBRATING WIRE SETTLEMENT SYSTEM | | | 0026 204-08553 14.000 EACH | 0.01000 0.14| 4857.15000 68000.10| DATA LOGGING SYSTEM | | | 0027 204-08554 2.000 EACH | 10000.00000 20000.00| 4128.35000 8256.70| HAND HELD VW READOUT | | | 0028 205-03371 8000.000 m3 | 5.58000 44640.00| 8.78000 70240.00| SEDIMENT REMOVE | | | 0029 205-06930 110.000 Mg | 32.49000 3573.90| 38.00000 4180.00| SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 205-06932 22.000 m | 55.00000 1210.00| 26.00000 572.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0031 205-06933 5.000 EACH | 125.00000 625.00| 129.00000 645.00| TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06935 7.000 EACH | 1421.32000 9949.24| 5600.00000 39200.00| TEMPORARY SEDIMENT BASIN | | | 0033 205-06936 4370.000 Mg | 27.41000 119781.70| 28.10000 122797.00| TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 1800.000 m | 4.59000 8262.00| 5.10000 9180.00| TEMPORARY SILT FENCE | | | 0035 205-06938 2915.000 m | 45.69000 133186.35| 47.00000 137005.00| TEMPORARY SLOPE DRAIN | | | 0036 206-51220 740.000 m3 | 51.22000 37902.80| 43.58000 32249.20| EXCAVATION, WET | | | 0037 206-51225 239.000 m3 | 19.64000 4693.96| 43.58000 10415.62| EXCAVATION, DRY | | | 0038 206-51230 560.000 m3 | 35.00000 19600.00| 43.58000 24404.80| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0039 206-51235 LUMP | 175000.00000 175000.00| 276865.10000 276865.10| COFFERDAM , STR. NO. 5 | | | 0040 206-51817 608.500 m2 | 215.37000 131052.65| 326.49000 198669.17| SHEET PILING, STEEL | | | 0041 207-08262 31025.000 m2 | 4.75000 147368.75| 4.90000 152022.50| SUBGRADE TREATMENT, TYPE I | | | 0042 210-07739 38.000 EACH | 570.84000 21691.92| 330.00000 12540.00| TEMPORARY SURVEY PINS | | | 0043 211-02050 275999.000 m3 | 15.00000 4139985.00| 19.90000 5492380.10| B BORROW | | | 0044 211-06467 68.000 m3 | 75.00000 5100.00| 74.59000 5072.12| AGGREGATE FOR END BENT BACKFILL | | | 0045 211-07454 52846.000 m3 | 25.00000 1321150.00| 28.75000 1519322.50| STRUCTURE BACKFILL | | | 0046 213-08058 17.000 m3 | 200.00000 3400.00| 350.00000 5950.00| FLOWABLE BACKFILL | | | 0048 214-07202 3376.000 m2 | 4.57000 15428.32| 5.50000 18568.00| GEOGRID, I | | | 0049 214-07203 13303.000 m2 | 5.58000 74230.74| 5.25000 69840.75| GEOGRID, II | | | 0050 301-07448 6708.000 Mg | 14.00000 93912.00| 21.20000 142209.60| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 303-01180 3000.000 Mg | 16.00000 48000.00| 19.65000 58950.00| COMPACTED AGGREGATE, NO. 53 | | | 0052 303-60012 8000.000 Mg | 19.25000 154000.00| 17.30000 138400.00| AGGREGATE, 2 | | | 0053 305-05204 50.000 Mg | 200.00000 10000.00| 203.61000 10180.50| HMA FOR PATCHING | | | 0054 401-06264 LUMP | 5000.00000 5000.00| 3514.93000 3514.93| PROFILOGRAPH, HMA | | | 0055 401-07320 605.000 Mg | 100.00000 60500.00| 111.16000 67251.80| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm --SMA | | | 0056 401-07334 1675.000 Mg | 120.00000 201000.00| 133.41000 223461.75| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0057 401-07389 300.000 Mg | 100.00000 30000.00| 107.97000 32391.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0058 401-07403 2950.000 Mg | 90.00000 265500.00| 94.69000 279335.50| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0059 401-07406 1540.000 Mg | 80.00000 123200.00| 87.47000 134703.80| QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0060 401-07424 8815.000 Mg | 80.00000 705200.00| 88.05000 776160.75| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0061 401-07429 3505.000 Mg | 75.00000 262875.00| 84.44000 295962.20| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0062 402-07432 240.000 Mg | 80.00000 19200.00| 88.21000 21170.40| HMA SURFACE, TYPE A | | | 0063 402-07435 400.000 Mg | 70.00000 28000.00| 76.58000 30632.00| HMA INTERMEDIATE, TYPE A | | | 0064 406-05520 15.000 Mg | 550.00000 8250.00| 633.48000 9502.20| ASPHALT FOR TACK COAT | | | 0065 601-01522 4.000 EACH | 1650.00000 6600.00| 1926.15000 7704.60| GUARDRAIL TRANSITION TYPE TGB | | | 0066 601-06228 2.000 EACH | 59225.00000 118450.00| 69137.05000 138274.10| IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0067 601-06246 2.000 EACH | 17200.00000 34400.00| 20078.64000 40157.28| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0068 601-06411 2.000 EACH | 5.00000 10.00| 5.84000 11.68| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | CR, W1, TL-3 | | | 0069 601-06454 2.000 EACH | 4375.00000 8750.00| 5107.21000 10214.42| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 601-94689 6.000 EACH | 2150.00000 12900.00| 2509.83000 15058.98| GUARDRAIL END TREATMENT, OS | | | 0071 601-99105 165.000 m | 47.00000 7755.00| 54.87000 9053.55| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0072 602-06729 134.000 EACH | 5.98000 801.32| 9.34000 1251.56| BARRIER DELINEATOR | | | 0073 603-06040 9745.000 m | 14.50000 141302.50| 16.63000 162059.35| FENCE, FARM FIELD, 1190 mm | | | 0074 603-06045 331.000 m | 35.00000 11585.00| 36.77000 12170.87| FENCE, CHAIN LINK, 1220 mm | | | 0075 608-05741 345755.000 m | 1.33000 459854.15| 1.25000 432193.75| WICK DRAIN | | | 0076 608-05742 34630.000 m3 | 16.00000 554080.00| 16.50000 571395.00| DRAINAGE BLANKET | | | 0077 609-06259 317.800 m2 | 75.00000 23835.00| 70.39000 22369.94| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0078 610-05330 440.000 m2 | 55.00000 24200.00| 49.79000 21907.60| PCCP FOR APPROACHES | | | 0079 610-07486 575.000 Mg | 90.00000 51750.00| 99.37000 57137.75| HMA FOR APPROACHES, TYPE A | | | 0080 611-06497 1.000 EACH | 185.00000 185.00| 215.96000 215.96| MAILBOX ASSEMBLY, SINGLE | | | 0081 611-08232 1.000 EACH | 285.00000 285.00| 332.70000 332.70| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0082 615-06490 13.000 EACH | 112.00000 1456.00| 130.74000 1699.62| RIGHT OF WAY MARKER | | | 0083 615-06505 22.000 EACH | 435.00000 9570.00| 507.80000 11171.60| MONUMENT, B | | | 0084 615-06510 10.000 EACH | 385.00000 3850.00| 449.43000 4494.30| MONUMENT, C | | | 0085 616-02320 12588.000 m2 | 1.42000 17874.96| 1.70000 21399.60| GEOTEXTILES | | | 0086 616-05688 1548.000 Mg | 35.00000 54180.00| 29.00000 44892.00| RIPRAP, CLASS 1 | | | 0087 616-05689 425.500 Mg | 35.00000 14892.50| 30.00000 12765.00| RIPRAP, CLASS 2 | | | 0088 616-06405 11939.000 Mg | 30.00000 358170.00| 24.00000 286536.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 616-06451 945.000 Mg | 45.00000 42525.00| 26.50000 25042.50| RIPRAP, UNIFORM | | | 0090 616-94426 9499.000 m2 | 1.00000 9499.00| 0.76000 7219.24| GEOGRID PLACING | | | 0091 619-04414 6.000 EACH | 2500.00000 15000.00| 175.50000 1053.00| DRAIN EXTENSION | | | 0092 621-01004 21.000 EACH | 1500.00000 31500.00| 583.68000 12257.28| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0093 621-06545 177.600 Mg | 575.00000 102120.00| 350.21000 62197.30| FERTILIZER | | | 0094 621-06553 12920.000 kg | 7.50000 96900.00| 5.80000 74936.00| SEED MIXTURE, R | | | 0095 621-06555 1360.000 kg | 15.00000 20400.00| 9.01000 12253.60| SEED MIXTURE, P | | | 0096 621-06557 42174.000 kg | 4.50000 189783.00| 5.80000 244609.20| SEED MIXTURE, T | | | 0097 621-06565 2303.100 Mg | 300.00000 690930.00| 315.19000 725914.09| MULCHING MATERIAL | | | 0098 621-06567 780.000 kL | 1.00000 780.00| 1.17000 912.60| WATER | | | 0099 621-06574 44997.000 m2 | 4.25000 191237.25| 3.83000 172338.51| SODDING | | | 0100 622-91786 800.000 EACH | 15.00000 12000.00| 9.34000 7472.00| SEEDLING | | | 0101 701-06011 34.000 EACH | 2000.00000 68000.00| 1425.30000 48460.20| DYNAMIC PILE LOAD TEST | | | 0102 701-06012 34.000 EACH | 750.00000 25500.00| 859.56000 29225.04| TEST PILE, RESTRIKE | | | 0103 701-08253 54.000 EACH | 1200.00000 64800.00| 916.74000 49503.96| PILE SLEEVES | | | 0104 701-51195 3754.800 m | 104.94000 394028.71| 110.53000 415018.04| PILE, STEEL H, HP 310 X 79 | | | 0105 701-91792 264.000 EACH | 82.60000 21806.40| 97.93000 25853.52| PILE TIP, STEEL H | | | 0106 701-92043 48.000 m | 1020.00000 48960.00| 1512.15000 72583.20| CORED HOLE IN ROCK, 457 mm | | | 0107 701-95780 2426.600 m | 141.69000 343824.95| 123.63000 300000.56| PILE, STEEL H, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 701-97874 135.200 m | 396.45000 53600.04| 437.62000 59166.22| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0110 702-51005 609.900 m3 | 600.00000 365940.00| 663.20000 404485.68| CONCRETE, A, SUBSTRUCTURE | | | 0111 702-51015 130.400 m3 | 600.00000 78240.00| 238.08000 31045.63| CONCRETE, B, FOOTINGS | | | 0112 702-51110 876.000 kg | 7.00000 6132.00| 4.47000 3915.72| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0113 702-52376 48.000 m3 | 475.00000 22800.00| 751.42000 36068.16| CONCRETE, C, STRUCTURES | | | 0114 702-92857 653.000 m3 | 700.00000 457100.00| 751.42000 490677.26| CONCRETE, C, SUBSTRUCTURE | | | 0115 702-94656 73.400 m3 | 600.00000 44040.00| 238.08000 17475.07| CONCRETE, B | | | 0116 703-51030 87862.000 kg | 1.50000 131793.00| 2.01000 176602.62| REINFORCING STEEL | | | 0117 703-51032 391913.000 kg | 1.75000 685847.75| 2.02000 791664.26| REINFORCING STEEL, EPOXY COATED | | | 0118 704-51002 2333.300 m3 | 800.00000 1866640.00| 751.42000 1753288.29| CONCRETE, C, SUPERSTRUCTURE | | | 0119 706-05732 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0120 706-51020 277.800 m3 | 700.00000 194460.00| 566.00000 157234.80| CONCRETE, C, RAILING | | | 0121 707-05984 1453.059 m | 600.00000 871835.40| 552.42000 802698.85| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0122 707-05985 1290.450 m | 650.00000 838792.50| 689.85000 890216.93| STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV | | | 1372 mm X 508 mm | | | 0123 707-05993 496.200 m | 850.00000 421770.00| 807.45000 400656.69| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1524 mm | | | 0124 709-51821 LUMP | 3630.90000 3630.90| 4589.14000 4589.14| SURFACE SEAL , STR. NO. 1 | | | 0125 709-51821 LUMP | 3273.37000 3273.37| 4054.95000 4054.95| SURFACE SEAL , STR. NO. 10 | | | 0126 709-51821 LUMP | 3271.65000 3271.65| 4286.56000 4286.56| SURFACE SEAL , STR. NO. 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 709-51821 LUMP | 3631.07000 3631.07| 4589.14000 4589.14| SURFACE SEAL , STR. NO. 2 | | | 0128 709-51821 LUMP | 2318.27000 2318.27| 2881.52000 2881.52| SURFACE SEAL , STR. NO. 3 | | | 0129 709-51821 LUMP | 2125.97000 2125.97| 2832.02000 2832.02| SURFACE SEAL , STR. NO. 4 | | | 0130 709-51821 LUMP | 9824.98000 9824.98| 12173.72000 12173.72| SURFACE SEAL , STR. NO. 5 | | | 0131 709-51821 LUMP | 4145.41000 4145.41| 5043.94000 5043.94| SURFACE SEAL , STR. NO. 6 | | | 0132 709-51821 LUMP | 4965.59000 4965.59| 6001.64000 6001.64| SURFACE SEAL , STR. NO. 7 | | | 0133 709-51821 LUMP | 5116.10000 5116.10| 6177.68000 6177.68| SURFACE SEAL , STR. NO. 8 | | | 0134 709-51821 LUMP | 4120.02000 4120.02| 5043.94000 5043.94| SURFACE SEAL , STR. NO. 9 | | | 0135 711-51035 1128.000 kg | 6.60000 7444.80| 13.90000 15679.20| STRUCTURAL STEEL | | | 0136 711-51872 10.620 m | 406.02000 4311.93| 316.03000 3356.24| FILLET WELD, 6 mm | | | 0137 714-26702 49.000 m | 1000.00000 49000.00| 1550.00000 75950.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0138 714-44240 1.000 m3 | 1500.00000 1500.00| 2534.82000 2534.82| CONCRETE, A, STRUCTURES | | | 0139 714-93978 126.000 m | 800.00000 100800.00| 1200.00000 151200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0140 715-02397 8.000 EACH | 1101.52000 8812.16| 1600.00000 12800.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0141 715-02407 10.000 EACH | 2091.37000 20913.70| 2700.00000 27000.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0142 715-03475 3.000 EACH | 675.13000 2025.39| 800.00000 2400.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0143 715-03476 1.000 EACH | 944.16000 944.16| 800.00000 800.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0144 715-05019 523.000 m | 260.00000 135980.00| 250.00000 130750.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0145 715-05048 3440.000 m | 10.15000 34916.00| 19.00000 65360.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 715-05049 100.000 m | 15.23000 1523.00| 64.00000 6400.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0147 715-05051 100.000 m | 23.35000 2335.00| 60.00000 6000.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0148 715-05052 100.000 m | 39.59000 3959.00| 62.00000 6200.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0149 715-05053 580.000 m | 54.82000 31795.60| 40.00000 23200.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0150 715-05119 1131.500 m | 90.36000 102242.34| 115.00000 130122.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0151 715-05128 257.000 m | 345.18000 88711.26| 385.00000 98945.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0152 715-05141 129.000 m | 1116.75000 144060.75| 830.00000 107070.00| PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0153 715-05146 100.000 m | 10.15000 1015.00| 74.00000 7400.00| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0154 715-05147 100.000 m | 15.23000 1523.00| 78.00000 7800.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0155 715-05148 100.000 m | 23.35000 2335.00| 84.00000 8400.00| PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0156 715-05149 45.000 m | 86.29000 3883.05| 115.00000 5175.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0157 715-05151 100.000 m | 94.42000 9442.00| 115.00000 11500.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0158 715-05152 100.000 m | 101.52000 10152.00| 140.00000 14000.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0159 715-05168 25.000 m | 121.83000 3045.75| 120.00000 3000.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0160 715-05177 143.000 m | 260.00000 37180.00| 300.00000 42900.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0161 715-05203 100.000 m | 131.98000 13198.00| 55.00000 5500.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0162 715-05208 100.000 m | 93.40000 9340.00| 95.00000 9500.00| PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0163 715-05209 100.000 m | 102.54000 10254.00| 130.00000 13000.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0164 715-05370 129.000 m | 152.28000 19644.12| 200.00000 25800.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.59 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 715-05422 375.000 m | 325.00000 121875.00| 220.00000 82500.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0166 715-07150 2.000 EACH | 1928.94000 3857.88| 2078.80000 4157.60| CONCRETE ANCHOR, 2100 mm | | | 0167 715-46000 3.000 EACH | 512.69000 1538.07| 200.00000 600.00| PIPE END SECTION, 300 mm | | | 0168 715-46005 24.000 EACH | 629.44000 15106.56| 220.00000 5280.00| PIPE END SECTION, 375 mm | | | 0169 715-46040 17.000 EACH | 852.79000 14497.43| 670.00000 11390.00| PIPE END SECTION, 900 mm | | | 0170 715-91361 120.000 m | 152.28000 18273.60| 78.14000 9376.80| PIPE, PVC, 150 mm | | | 0171 716-07631 21.000 m | 2500.00000 52500.00| 2200.00000 46200.00| PIPE INSTALLATION, TRENCHLESS, 375 mm | | | 0172 716-07637 91.000 m | 1800.00000 163800.00| 1800.00000 163800.00| PIPE INSTALLATION, TRENCHLESS, 1200 mm | | | 0173 718-06528 22.000 EACH | 822.34000 18091.48| 790.00000 17380.00| OUTLET PROTECTOR, 1 | | | 0174 718-06532 1000.000 m | 2.50000 2500.00| 2.80000 2800.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0175 718-08308 65.000 m | 93.40000 6071.00| 26.00000 1690.00| UNDERDRAIN, PATCHING | | | 0176 718-52610 584.000 m3 | 41.62000 24306.08| 46.60000 27214.40| AGGREGATE FOR UNDERDRAINS | | | 0177 718-99153 5307.000 m2 | 1.02000 5413.14| 1.60000 8491.20| GEOTEXTILES FOR UNDERDRAIN | | | 0178 720-06607 4.000 EACH | 761.35000 3045.40| 800.00000 3200.00| SLOTTED DRAIN PIPE CLEANOUT PORT | | | 0179 720-45065 26.000 EACH | 2436.55000 63350.30| 3500.00000 91000.00| INLET, N12 | | | 0180 720-45070 1.000 EACH | 3045.69000 3045.69| 2500.00000 2500.00| INLET, P12A | | | 0181 720-94612 1.000 EACH | 6091.37000 6091.37| 4100.00000 4100.00| MANHOLE, K4 | | | 0182 723-06660 45.000 m2 | 406.09000 18274.05| 867.90000 39055.50| WINGWALL | | | 0183 730-05910 2.000 EACH | 6598.99000 13197.98| 5000.00000 10000.00| GRATED BOX END SECTION, II 10:1, 0.6 m2 | | | 0184 731-93945 7280.670 m2 | 170.00000 1237713.90| 206.06000 1500254.86| FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 731-93946 7280.670 m2 | 170.00000 1237713.90| 56.54000 411649.08| WALL ERECTION | | | 0186 731-93947 1004.374 m | 170.00000 170743.58| 91.69000 92091.05| LEVELING PAD, CONCRETE | | | 0187 732-06623 28.000 EACH | 825.00000 23100.00| 1083.85000 30347.80| SLEEVE | | | 0188 801-04308 23.000 EACH | 660.00000 15180.00| 525.31000 12082.13| ROAD CLOSURE SIGN ASSEMBLY | | | 0189 801-06203 6000.000 m | 0.68000 4080.00| 0.79000 4740.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0190 801-06625 22.000 EACH | 150.00000 3300.00| 145.92000 3210.24| DETOUR ROUTE MARKER ASSEMBLY | | | 0191 801-06640 83.000 EACH | 210.00000 17430.00| 231.14000 19184.62| CONSTRUCTION SIGN, A | | | 0192 801-06645 8.000 EACH | 80.00000 640.00| 75.88000 607.04| CONSTRUCTION SIGN, B | | | 0193 801-06710 540.000 DAY | 14.00000 7560.00| 11.67000 6301.80| FLASHING ARROW SIGN | | | 0194 801-06775 LUMP | 967993.10000 967993.10| 323235.66000 323235.66| MAINTAINING TRAFFIC | | | 0195 801-07118 397.000 m | 48.50000 19254.50| 56.62000 22478.14| BARRICADE, III-A | | | 0196 801-07119 72.000 m | 55.00000 3960.00| 64.20000 4622.40| BARRICADE, III-B | | | 0197 801-09133 6.000 EACH | 12700.00000 76200.00| 14825.51000 88953.06| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0198 802-04893 20.000 EACH | 135.00000 2700.00| 157.59000 3151.80| REFERENCE POST | | | 0199 802-05701 65.000 m | 45.35000 2947.75| 52.94000 3441.10| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0200 802-05702 30.000 m | 20.05000 601.50| 23.41000 702.30| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0201 802-76025 5.290 m2 | 325.00000 1719.25| 379.39000 2006.97| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0202 802-76035 7.830 m2 | 165.00000 1291.95| 192.61000 1508.14| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 231 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 46,355,101 ROUTE : SR 641 CALL ORDER : 231 CONTRACT ID : R -28177-A COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 05-0558668 |( ) |WALSH CONSTR COMPANY |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0203 802-76045 1.480 m2 | 240.00000 355.20| 280.17000 414.65| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0204 808-06711 1370.000 m | 0.52000 712.40| 0.61000 835.70| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0205 808-06713 4780.000 m | 0.52000 2485.60| 0.61000 2915.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0206 808-06714 5330.000 m | 0.52000 2771.60| 0.61000 3251.30| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0207 808-06716 3880.000 m | 1.60000 6208.00| 1.75000 6790.00| LINE, REMOVE | | | 0208 808-06726 10.000 m | 15.00000 150.00| 17.51000 175.10| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0209 808-06368 25.000 m | 11.00000 275.00| 12.84090 321.02| TRANSVERSE MARKING, REMOVE | | | 0210 808-05866 21.700 m2 | 18.00000 390.60| 21.01260 455.97| PAVEMENT MESSAGE MARKING, REMOVE | | | 0211 701-06027 34.000 EACH | 1500.00000 51000.00| 2045.87000 69559.58| TEST PILE | | | 0212 105-07570 90.000 MOS | 1000.00000 90000.00| 611.12000 55000.80| FIELD OFFICE , OFF ROAD EQUIPMENT | | | 0213 210-07576 1.000 DOL | 10000.00000 10000.00| 10000.00000 10000.00| FIELD OFFICE , MAINTENANCE FOR OFF ROAD | | | EQUIPMENT | | | SECTION TOTALS | $ 41,703,000.00| $ 43,631,524.99| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 41,703,000.00| $ 43,631,524.99| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/07/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,512,000.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 3,547,072.89 100.9987% 3 35-1139301 E & B PAVING, INC. $ 3,594,000.00 102.3349% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,549,360.00 129.5376% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2500.00000 20000.00| 1900.00000 15200.00| 2100.00000 16800.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 100.00000 200.00| 168.00000 336.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 16.000 MOS | 100.00000 1600.00| 25.00000 400.00| 125.00000 2000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 177851.09000 177851.09| 135000.00000 135000.00| 176000.00000 176000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 304-07783 50.000 TON | 150.00000 7500.00| 140.00000 7000.00| 75.00000 3750.00 HMA PATCHING, TYPE D | | | 0013 305-97026 2000.000 TON | 35.00000 70000.00| 18.50000 37000.00| 21.00000 42000.00 AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08033 102319.000 SYS | 1.15000 117666.85| 1.00000 102319.00| 1.10000 112550.90 MILLING, ASPHALT, 1 IN. | | | 0015 306-08036 6064.000 SYS | 1.30000 7883.20| 1.20000 7276.80| 1.02000 6185.28 MILLING, ASPHALT, 2 IN. | | | 0016 306-08039 54135.000 SYS | 0.90000 48721.50| 1.20000 64962.00| 1.05000 56841.75 MILLING, ASPHALT REMOVAL | | | 0017 306-08043 7399.000 SYS | 5.00000 36995.00| 2.00000 14798.00| 1.10000 8138.90 MILLING, TRANSITION | | | 0018 401-05467 55956.000 LFT | 0.25000 13989.00| 0.15000 8393.40| 0.34000 19025.04 MILLED HMA CORRUGATIONS | | | 0019 401-06264 LUMP | 6500.00000 6500.00| 5000.00000 5000.00| 17000.00000 17000.00 PROFILOGRAPH, HMA | | | 0020 401-07337 13836.000 TON | 70.00000 968520.00| 70.00000 968520.00| 70.00000 968520.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0021 401-07405 21371.000 TON | 50.00000 1068550.00| 49.00000 1047179.00| 45.00000 961695.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0022 406-05520 80.600 TON | 310.00000 24986.00| 180.00000 14508.00| 300.00000 24180.00 ASPHALT FOR TACK COAT | | | 0023 506-06333 4024.000 SYS | 145.00000 583480.00| 192.00000 772608.00| 200.00000 804800.00 PCCP PATCHING, FULL DEPTH | | | 0024 601-06035 4918.750 LFT | 7.00000 34431.25| 7.40000 36398.75| 8.00000 39350.00 GUARDRAIL, RESET | | | 0025 601-07050 8.000 EACH | 1500.00000 12000.00| 1580.00000 12640.00| 2200.00000 17600.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0026 612-04315 40.400 TON | 1475.00000 59590.00| 1555.00000 62822.00| 1475.00000 59590.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-05081 1.000 EACH | 3350.00000 3350.00| 3530.00000 3530.00| 3350.00000 3350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0028 612-60410 673.000 EACH | 21.00000 14133.00| 23.00000 15479.00| 21.00000 14133.00 DRILLED HOLE FOR UNDERSEAL | | | 0029 801-01093 8.000 EACH | 760.00000 6080.00| 790.00000 6320.00| 595.00000 4760.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-03290 4.000 EACH | 102.00000 408.00| 105.00000 420.00| 120.00000 480.00 CONSTRUCTION SIGN, C | | | 0031 801-06203 6100.000 LFT | 1.00000 6100.00| 0.70000 4270.00| 0.30000 1830.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 6100.000 LFT | 1.40000 8540.00| 1.40000 8540.00| 2.25000 13725.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06640 42.000 EACH | 100.00000 4200.00| 103.00000 4326.00| 98.00000 4116.00 CONSTRUCTION SIGN, A | | | 0034 801-06710 300.000 DAY | 13.00000 3900.00| 12.60000 3780.00| 11.50000 3450.00 FLASHING ARROW SIGN | | | 0035 801-06775 LUMP | 140000.00000 140000.00| 120000.00000 120000.00| 136605.37000 136605.37 MAINTAINING TRAFFIC | | | 0036 808-06702 14679.000 LFT | 0.38000 5578.02| 0.39000 5724.81| 0.34000 4990.86 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0037 808-06703 28037.000 LFT | 0.31000 8691.47| 0.32000 8971.84| 0.27000 7569.99 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06705 7967.000 LFT | 0.82000 6532.94| 0.84000 6692.28| 1.14000 9082.38 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0039 808-06706 780.000 LFT | 4.05000 3159.00| 4.25000 3315.00| 3.42000 2667.60 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0040 808-75245 26928.000 LFT | 0.31000 8347.68| 0.32000 8616.96| 0.27000 7270.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75996 913.000 EACH | 5.00000 4565.00| 3.50000 3195.50| 9.19000 8390.47 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 913.000 EACH | 19.00000 17347.00| 19.35000 17666.55| 18.30000 16707.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 801-09133 2.000 EACH | 4300.00000 8600.00| 4430.00000 8860.00| 4270.00000 8540.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 3,512,000.00| $ 3,547,072.89| $ 3,594,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,512,000.00| $ 3,547,072.89| $ 3,594,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4500.48000 4500.48| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2300.00000 18400.00| | FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 16.000 MOS | 60.00000 960.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 225000.00000 225000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 304-07783 50.000 TON | 205.00000 10250.00| | HMA PATCHING, TYPE D | | | 0013 305-97026 2000.000 TON | 25.00000 50000.00| | AGGREGATE, NO. 73 | | | 0014 306-08033 102319.000 SYS | 1.50000 153478.50| | MILLING, ASPHALT, 1 IN. | | | 0015 306-08036 6064.000 SYS | 2.10000 12734.40| | MILLING, ASPHALT, 2 IN. | | | 0016 306-08039 54135.000 SYS | 1.65000 89322.75| | MILLING, ASPHALT REMOVAL | | | 0017 306-08043 7399.000 SYS | 3.90000 28856.10| | MILLING, TRANSITION | | | 0018 401-05467 55956.000 LFT | 0.28000 15667.68| | MILLED HMA CORRUGATIONS | | | 0019 401-06264 LUMP | 4250.00000 4250.00| | PROFILOGRAPH, HMA | | | 0020 401-07337 13836.000 TON | 85.00000 1176060.00| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 401-07405 21371.000 TON | 58.00000 1239518.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0022 406-05520 80.600 TON | 350.00000 28210.00| | ASPHALT FOR TACK COAT | | | 0023 506-06333 4024.000 SYS | 256.00000 1030144.00| | PCCP PATCHING, FULL DEPTH | | | 0024 601-06035 4918.750 LFT | 8.00000 39350.00| | GUARDRAIL, RESET | | | 0025 601-07050 8.000 EACH | 1590.00000 12720.00| | GUARDRAIL END TREATMENT, OS, RESET | | | 0026 612-04315 40.400 TON | 1555.00000 62822.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-05081 1.000 EACH | 3550.00000 3550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0028 612-60410 673.000 EACH | 22.25000 14974.25| | DRILLED HOLE FOR UNDERSEAL | | | 0029 801-01093 8.000 EACH | 790.00000 6320.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-03290 4.000 EACH | 106.00000 424.00| | CONSTRUCTION SIGN, C | | | 0031 801-06203 6100.000 LFT | 0.49000 2989.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 6100.000 LFT | 1.40000 8540.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 42.000 EACH | 103.00000 4326.00| | CONSTRUCTION SIGN, A | | | 0034 801-06710 300.000 DAY | 12.65000 3795.00| | FLASHING ARROW SIGN | | | 0035 801-06775 LUMP | 239000.00000 239000.00| | MAINTAINING TRAFFIC | | | 0036 808-06702 14679.000 LFT | 0.39000 5724.81| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0037 808-06703 28037.000 LFT | 0.32000 8971.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06705 7967.000 LFT | 0.84000 6692.28| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,487,390.63 ROUTE : I-70 CALL ORDER : 251 CONTRACT ID : R -28214-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 808-06706 780.000 LFT | 4.21000 3283.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0040 808-75245 26928.000 LFT | 0.32000 8616.96| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75996 913.000 EACH | 3.55000 3241.15| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 913.000 EACH | 19.30000 17620.90| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 801-09133 2.000 EACH | 4421.05000 8842.10| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 4,549,360.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,549,360.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/08/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,831,607.27 100.0000% 35-0999231 HUNT PAVING COMPANY, INC. IRREGULAR ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN INSTALLATION | | | 0001 105-06845 LUMP | 115000.00000 115000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 27.000 MOS | 1750.00000 47250.00| | FIELD OFFICE, C | | | 0003 105-08520 6.000 EACH | 110.00000 660.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 162.000 MOS | 60.00000 9720.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 13000.00000 13000.00| | PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 390000.00000 390000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 78000.00000 78000.00| | CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-02240 1174.000 SYS | 12.00000 14088.00| | PAVEMENT REMOVAL | | | 0013 202-02241 420.000 LFT | 4.75000 1995.00| | GUARDRAIL, REMOVE | | | 0014 202-02245 12.000 EACH | 315.00000 3780.00| | TREE, 6 IN., REMOVE | | | 0015 202-02250 13.000 EACH | 450.00000 5850.00| | TREE, 10 IN., REMOVE | | | 0016 202-02255 14.000 EACH | 735.00000 10290.00| | TREE, 18 IN., REMOVE | | | 0017 202-02260 5.000 EACH | 1475.00000 7375.00| | TREE, 30 IN., REMOVE | | | 0018 202-02264 2.000 EACH | 1600.00000 3200.00| | TREE, 42 IN., REMOVE | | | 0019 202-02265 1.000 EACH | 2100.00000 2100.00| | TREE, 48 IN., REMOVE | | | 0020 202-02271 1.000 EACH | 700.00000 700.00| | HEADWALL, REMOVE | | | 0021 202-02273 88.000 SYS | 17.00000 1496.00| | CENTER CURB, CONCRETE, REMOVE | | | 0022 202-02278 19315.000 LFT | 4.50000 86917.50| | CURB, CONCRETE, REMOVE | | | 0023 202-02286 1.000 EACH | 2600.00000 2600.00| | PRESENT STRUCTURE, REMOVE | | | 0024 202-06541 1.000 EACH | 1200.00000 1200.00| | REMOVE VALVE MANHOLE AND REPLACE WITH | | | NEW | | | 0025 202-06542 27.000 EACH | 1600.00000 43200.00| | RELOCATE EXISTING METERS AND REPLACE | | | EXISTING | | | 0026 202-06542 10.000 EACH | 5000.00000 50000.00| | RELOCATE EXISTING METERS AND REPLACE | | | EXISTING | | | 0027 202-52710 6705.000 SYS | 8.00000 53640.00| | SIDEWALK, CONCRETE, REMOVE | | | 0028 202-74035 208.000 EACH | 26.50000 5512.00| | SIGN, REMOVE | | | 0029 202-91010 3.000 EACH | 950.00000 2850.00| | TREE, 24 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 202-91011 2.000 EACH | 1270.00000 2540.00| | TREE, 36 IN., REMOVE | | | 0031 202-91385 30.000 EACH | 254.55000 7636.50| | INLET, REMOVE | | | 0032 202-93091 5.000 EACH | 700.00000 3500.00| | TREE, 15 IN., REMOVE | | | 0033 202-93898 10.000 EACH | 700.00000 7000.00| | TREE, 12 IN., REMOVE | | | 0034 202-95579 1.000 EACH | 85.00000 85.00| | SERVICE POINT, REMOVE | | | 0035 202-96133 2416.000 LFT | 20.00000 48320.00| | PIPE, REMOVE | | | 0036 203-02000 5337.000 CYS | 32.00000 170784.00| | EXCAVATION, COMMON | | | 0037 203-02070 5626.000 CYS | 12.00000 67512.00| | BORROW | | | 0038 203-91878 1422.000 LFT | 4.00000 5688.00| | LINEAR DITCH GRADING | | | 0039 205-02459 LUMP | 42000.00000 42000.00| | EROSION CONTROL | | | 0040 205-06931 11.000 TON | 70.00000 770.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0041 205-06933 24.000 EACH | 70.00000 1680.00| | TEMPORARY DITCH INLET PROTECTION | | | 0042 205-06937 4480.000 LFT | 1.35000 6048.00| | TEMPORARY SILT FENCE | | | 0043 207-08267 7605.000 SYS | 12.50000 95062.50| | SUBGRADE TREATMENT, TYPE IIIA | | | 0044 210-06547 12.000 EACH | 2650.00000 31800.00| | PAINT SIGNAL STRUCTURE, CANTILEVER | | | 0045 210-06547 8.000 EACH | 2315.00000 18520.00| | PAINT SIGNAL STRUCTURE, STRAIN POLE | | | 0046 211-07454 4995.000 CYS | 32.00000 159840.00| | STRUCTURE BACKFILL | | | 0047 301-07448 2209.000 TON | 35.00000 77315.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 303-08210 280.000 TON | 45.00000 12600.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 306-08432 3819.000 SYS | 6.50000 24823.50| | MILLING, APPROACH | | | 0050 306-08595 92496.000 SYS | 1.40000 129494.40| | MILLING ASPHALT, 3 1/2 IN. | | | 0051 401-07334 7631.000 TON | 86.00000 656266.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0052 401-07403 10175.000 TON | 63.00000 641025.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0053 402-07433 49.000 TON | 88.00000 4312.00| | HMA SURFACE, TYPE B | | | 0054 402-07438 65.000 TON | 78.00000 5070.00| | HMA INTERMEDIATE, TYPE B | | | 0055 402-07441 195.000 TON | 73.00000 14235.00| | HMA BASE, TYPE B | | | 0056 402-07452 2486.000 TON | 68.00000 169048.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0057 406-05520 58.000 TON | 325.00000 18850.00| | ASPHALT FOR TACK COAT | | | 0058 601-01701 2.000 EACH | 1630.00000 3260.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0059 601-94689 1.000 EACH | 2400.00000 2400.00| | GUARDRAIL END TREATMENT, OS | | | 0060 601-95434 717.000 LFT | 105.00000 75285.00| | HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0061 601-96063 98.500 LFT | 240.00000 23640.00| | HANDRAIL, ALUMINUM, SCHEDULE 40, 2 IN. | | | DIA. X 3 FT. 6 IN. HIGH | | | 0062 601-97774 1.000 EACH | 735.00000 735.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , TYPE 1 | | | 0063 601-99105 713.000 LFT | 15.25000 10873.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0064 604-06070 181.000 SYS | 125.00000 22625.00| | SIDEWALK, CONCRETE , MODIFIED, | | | DECORATIVE | | | 0065 604-06070 105.000 SYS | 145.00000 15225.00| | SIDEWALK, CONCRETE , MODIFIED, | | | DECORATIVE CROSSWALK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 604-07894 29.000 SYS | 145.00000 4205.00| | CURB RAMP, CONCRETE, A | | | 0067 604-07896 11.000 SYS | 145.00000 1595.00| | CURB RAMP, CONCRETE, B | | | 0068 604-07897 3.000 SYS | 145.00000 435.00| | CURB RAMP, CONCRETE, C | | | 0069 604-07898 101.000 SYS | 145.00000 14645.00| | CURB RAMP, CONCRETE, D | | | 0070 604-07900 82.000 SYS | 145.00000 11890.00| | CURB RAMP, CONCRETE, F | | | 0071 604-07901 218.000 SYS | 145.00000 31610.00| | CURB RAMP, CONCRETE, G | | | 0072 604-07902 539.000 SYS | 145.00000 78155.00| | CURB RAMP, CONCRETE, H | | | 0073 604-91531 12361.000 SYS | 34.00000 420274.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0074 605-06120 93.000 LFT | 28.00000 2604.00| | CURB, CONCRETE | | | 0075 605-06140 21045.000 LFT | 15.80000 332511.00| | CURB AND GUTTER, CONCRETE | | | 0076 610-07486 48.000 TON | 120.00000 5760.00| | HMA FOR APPROACHES, TYPE A | | | 0077 610-07487 817.000 TON | 110.00000 89870.00| | HMA FOR APPROACHES, TYPE B | | | 0078 610-07712 6301.000 SYS | 40.00000 252040.00| | PCCP FOR APPROACHES, 6 IN. | | | 0079 611-03671 3.000 EACH | 1700.00000 5100.00| | TRASH RECEPTACLE , PAINTED METAL | | | 0080 611-08232 59.000 EACH | 195.00000 11505.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0081 616-02320 212.000 SYS | 1.20000 254.40| | GEOTEXTILES | | | 0082 616-06405 144.000 TON | 45.00000 6480.00| | RIPRAP, REVETMENT | | | 0083 621-01004 2.000 EACH | 525.00000 1050.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-06545 3.030 TON | 315.00000 954.45| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 621-06554 1000.000 LBS | 2.35000 2350.00| | SEED MIXTURE, U | | | 0086 621-06565 13.000 TON | 315.00000 4095.00| | MULCHING MATERIAL | | | 0087 621-06567 469.000 kGAL | 1.05000 492.45| | WATER | | | 0088 621-06575 13020.000 SYS | 2.60000 33852.00| | SODDING, NURSERY | | | 0089 621-98038 2.000 CYS | 105.00000 210.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0090 622-03948 5.000 EACH | 2600.00000 13000.00| | PLANTER , PAINTED METAL | | | 0091 622-05605 60.000 EACH | 18.00000 1080.00| | PLANT, ANNUAL , 1 QUART CONTAINER | | | 0092 622-05640 18.000 EACH | 55.00000 990.00| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. , 7 GALLON CONTAINER | | | 0093 622-05647 5.000 EACH | 185.00000 925.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0094 622-05650 213.000 EACH | 285.00000 60705.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0095 622-05654 14.000 EACH | 20.00000 280.00| | PLANT, PERENNIAL , ORNAMENTAL GRASS, 3 | | | GALLON CONTAINER | | | 0096 622-05654 12.000 EACH | 20.00000 240.00| | PLANT, PERENNIAL , SEDUM, 3 GALLON | | | CONTAINER | | | 0097 711-05395 6.000 EACH | 3000.00000 18000.00| | REPLACE EXISTING HYDRANT | | | 0098 712-03812 6.000 EACH | 1900.00000 11400.00| | BENCH , PAINTED METAL | | | 0099 714-07665 LUMP | 40000.00000 40000.00| | RETAINING WALL | | | 0100 715-01354 514.000 LFT | 8.00000 4112.00| | CLEAN EXISTING PIPE | | | 0101 715-05024 1233.000 LFT | 70.00000 86310.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 715-05149 1419.000 LFT | 43.00000 61017.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0103 715-05151 2103.000 LFT | 46.00000 96738.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0104 715-05152 2308.000 LFT | 47.00000 108476.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0105 715-05153 1207.000 LFT | 50.00000 60350.00| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0106 715-05154 1882.000 LFT | 55.00000 103510.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0107 715-05155 692.000 LFT | 60.00000 41520.00| | PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0108 715-05156 724.000 LFT | 62.00000 44888.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0109 715-05168 48.000 LFT | 43.00000 2064.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0110 715-05169 108.000 LFT | 46.00000 4968.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0111 715-05171 24.000 LFT | 47.00000 1128.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0112 715-05173 15.000 LFT | 55.00000 825.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0113 715-05177 56.000 LFT | 70.00000 3920.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0114 715-05331 50.000 LFT | 93.00000 4650.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0115 715-08307 2176.000 TON | 67.00000 145792.00| | HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0116 715-08560 2.000 EACH | 3000.00000 6000.00| | GRATED BOX END SECTION, II, 3:1, 15 IN. | | | 0117 715-26729 2.000 EACH | 3900.00000 7800.00| | GRATED BOX END SECTION, II, 6:1, 15 IN. | | | 0118 715-26770 1.000 EACH | 3600.00000 3600.00| | GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0119 715-46000 2.000 EACH | 250.00000 500.00| | PIPE END SECTION, 12 IN. | | | 0120 715-46005 2.000 EACH | 280.00000 560.00| | PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 715-46020 1.000 EACH | 380.00000 380.00| | PIPE END SECTION, 24 IN. | | | 0122 715-46025 1.000 EACH | 400.00000 400.00| | PIPE END SECTION, 27 IN. | | | 0123 715-46030 1.000 EACH | 585.00000 585.00| | PIPE END SECTION, 30 IN. | | | 0124 715-46040 1.000 EACH | 650.00000 650.00| | PIPE END SECTION, 36 IN. | | | 0125 715-94976 1.000 EACH | 10900.00000 10900.00| | GRATED BOX END SECTION, II, 3:1, 36 IN. | | | 0126 715-97751 2.000 EACH | 3600.00000 7200.00| | GRATED BOX END SECTION, II, 6:1, 12 IN. | | | 0127 715-99044 5.000 EACH | 3900.00000 19500.00| | GRATED BOX END SECTION, II, 6:1, 18 IN. | | | 0128 720-01987 1.000 EACH | 2600.00000 2600.00| | CATCH BASIN, A10 | | | 0129 720-02367 1.000 EACH | 2650.00000 2650.00| | MANHOLE, J10 , MODIFIED | | | 0130 720-44000 67.000 EACH | 550.00000 36850.00| | CASTING, ADJUST TO GRADE | | | 0131 720-44015 3.000 EACH | 1000.00000 3000.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0132 720-44040 1.000 EACH | 690.00000 690.00| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0133 720-44055 2.000 EACH | 1050.00000 2100.00| | CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0134 720-45030 4.000 EACH | 1800.00000 7200.00| | INLET, E7 | | | 0135 720-45035 9.000 EACH | 1800.00000 16200.00| | INLET, F7 | | | 0136 720-45240 9.000 EACH | 2400.00000 21600.00| | CATCH BASIN, J10 | | | 0137 720-45340 1.000 EACH | 2500.00000 2500.00| | CATCH BASIN, J10, MODIFIED | | | 0138 720-45415 3.000 EACH | 2600.00000 7800.00| | MANHOLE, D4 | | | 0139 720-45416 1.000 EACH | 2700.00000 2700.00| | MANHOLE, E4 | | | 0140 720-90129 1.000 EACH | 2800.00000 2800.00| | MANHOLE, J2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 720-91917 1.000 EACH | 2000.00000 2000.00| | INLET, A10 | | | 0142 720-92025 3.000 EACH | 2700.00000 8100.00| | MANHOLE, D2 | | | 0143 720-98174 36.000 EACH | 2500.00000 90000.00| | INLET, B15 | | | 0144 720-98555 38.000 EACH | 2500.00000 95000.00| | INLET, C15 | | | 0145 730-26732 3.000 EACH | 8600.00000 25800.00| | GRATED BOX END SECTION, II, 4:1, 36 IN. | | | 0146 732-02388 1.000 EACH | 3400.00000 3400.00| | WATER MAIN POINT LOWERING WITH COMPACTE | | | 0147 732-02388 3.000 EACH | 3800.00000 11400.00| | WATER MAIN POINT LOWERING WITH FLOWABLE | | | FILL | | | 0148 801-04308 5.000 EACH | 280.00000 1400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0149 801-06207 45000.000 LFT | 0.96000 43200.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0150 801-06640 99.000 EACH | 260.00000 25740.00| | CONSTRUCTION SIGN, A | | | 0151 801-06645 32.000 EACH | 95.00000 3040.00| | CONSTRUCTION SIGN, B | | | 0152 801-06710 800.000 DAY | 12.65000 10120.00| | FLASHING ARROW SIGN | | | 0153 801-06775 LUMP | 190000.00000 190000.00| | MAINTAINING TRAFFIC | | | 0154 801-07119 84.000 LFT | 11.60000 974.40| | BARRICADE, III-B | | | 0155 802-04314 1.000 EACH | 12100.00000 12100.00| | SIGN , GROUND MOUNTED, TYPE 1 | | | 0156 802-04314 1.000 EACH | 26000.00000 26000.00| | SIGN , GROUND MOUNTED, TYPE 2 | | | 0157 802-05701 1478.000 LFT | 10.00000 14780.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0158 802-76025 205.000 SFT | 11.40000 2337.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 802-76035 860.000 SFT | 12.10000 10406.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0160 802-76045 85.000 SFT | 12.85000 1092.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0161 805-04973 16530.000 LFT | 2.30000 38019.00| | CONDUIT , PVC, 1 1/4 IN., SCHEDULE 40, | | | 0162 805-04973 4540.000 LFT | 16.65000 75591.00| | CONDUIT , PVC, 1 1/4 IN., SCHEDULE 40, | | | FOR | | | 0163 807-02191 14.000 EACH | 850.00000 11900.00| | HANDHOLE, LIGHTING | | | 0164 807-02194 14.000 EACH | 4200.00000 58800.00| | SERVICE POINT, II, MODIFIED | | | 0165 807-03802 1.000 EACH | 1600.00000 1600.00| | LIGHT STANDARDS , CLOCK | | | 0166 807-03802 32.000 EACH | 3600.00000 115200.00| | LIGHT STANDARDS , TYPE 1 | | | 0167 807-03802 46.000 EACH | 3900.00000 179400.00| | LIGHT STANDARDS , TYPE 2 | | | 0168 807-03802 64.000 EACH | 4050.00000 259200.00| | LIGHT STANDARDS , TYPE 3 | | | 0169 807-03802 22.000 EACH | 5200.00000 114400.00| | LIGHT STANDARDS , TYPE 4 | | | 0170 807-03950 8.000 EACH | 7600.00000 60800.00| | LUMINAIRE, ORNAMENTAL , REFURBISH | | | 0171 807-03950 78.000 EACH | 1270.00000 99060.00| | LUMINAIRE, ORNAMENTAL , TYPE 1/2 | | | 0172 807-03950 64.000 EACH | 1390.00000 88960.00| | LUMINAIRE, ORNAMENTAL , TYPE 3 | | | 0173 807-03950 22.000 EACH | 1450.00000 31900.00| | LUMINAIRE, ORNAMENTAL , TYPE 4 | | | 0174 807-04651 4020.000 LFT | 1.90000 7638.00| | WIRE , 4C 14GA., IN EXISTING CONDUIT | | | 0175 807-06585 1.000 EACH | 28200.00000 28200.00| | CLOCK | | | 0176 807-08214 1425.000 LFT | 8.50000 12112.50| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 807-08214 660.000 LFT | 23.15000 15279.00| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC , IN CONCRETE ENCASEMENT | | | 0178 807-86810 4.000 EACH | 4750.00000 19000.00| | SERVICE POINT, II , | | | 0179 807-93650 1.000 SET | 790.00000 790.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT , | | | CLOCK | | | 0180 807-93650 78.000 SET | 530.00000 41340.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT , | | | TYPE 1 / 2 | | | 0181 807-93650 2.000 SET | 550.00000 1100.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT , | | | TYPE 4 | | | 0182 807-93651 63.000 SET | 515.00000 32445.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT , | | | TYPE 3 | | | 0183 807-95514 1.000 EACH | 1850.00000 1850.00| | SERVICE POINT RISER , AND PANEL, | | | RELOCATE ON NEW RACK | | | 0184 808-06701 5025.000 LFT | 0.29000 1457.25| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0185 808-06703 14481.000 LFT | 0.62000 8978.22| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0186 808-75245 30205.000 LFT | 0.29000 8759.45| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0187 808-75297 1055.000 LFT | 3.95000 4167.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0188 808-75300 3923.000 LFT | 1.00000 3923.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0189 808-75320 4.000 EACH | 80.00000 320.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 285 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,089,301.79 ROUTE : 40 CALL ORDER : 285 CONTRACT ID : R -28305-B COUNTIES : WAYNE LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 808-75325 2.000 EACH | 121.00000 242.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0191 808-75340 4.000 EACH | 290.00000 1160.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0192 808-75998 440.000 EACH | 21.00000 9240.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 7,831,607.27| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,831,607.27| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 345 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,182,557.95 ROUTE : CALL ORDER : 345 CONTRACT ID : R -28614-B COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/21/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 964,909.65 75.8577% 2 36-2231526 WALSH CONSTR COMPANY $ 1,272,000.00 100.0000% ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 36-2231526 |( ) |WEDDLE BROTHERS HIGHWAY GROU |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 132844.13000 132844.13| CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 450.00000 900.00| 750.00000 1500.00| RADIO | | | 0003 105-07040 8.000 MOS | 1362.61000 10900.88| 3241.25000 25930.00| FIELD OFFICE, C | | | 0004 105-08520 2.000 EACH | 450.00000 900.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 16.000 MOS | 130.00000 2080.00| 90.00000 1440.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 16.000 MOS | 130.00000 2080.00| 60.00000 960.00| RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 48245.48000 48245.48| 62000.00000 62000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 20600.00000 20600.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 345 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,182,557.95 ROUTE : CALL ORDER : 345 CONTRACT ID : R -28614-B COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 36-2231526 |( ) |WEDDLE BROTHERS HIGHWAY GROU |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02271 2.000 EACH | 370.00000 740.00| 1200.00000 2400.00| HEADWALL, REMOVE | | | 0014 202-96133 128.000 m | 33.00000 4224.00| 90.00000 11520.00| PIPE, REMOVE | | | 0015 203-02000 7290.000 m3 | 17.00000 123930.00| 22.00000 160380.00| EXCAVATION, COMMON | | | 0016 203-02070 3000.000 m3 | 3.17000 9510.00| 20.00000 60000.00| BORROW | | | 0017 205-06931 39.000 Mg | 59.60000 2324.40| 30.00000 1170.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06936 22.000 Mg | 63.20000 1390.40| 30.00000 660.00| TEMPORARY SEDIMENT TRAP | | | 0019 207-08262 8122.000 m2 | 6.50000 52793.00| 7.00000 56854.00| SUBGRADE TREATMENT, TYPE I | | | 0020 211-07454 157.500 m3 | 17.90000 2819.25| 35.00000 5512.50| STRUCTURE BACKFILL | | | 0021 303-01180 915.500 Mg | 30.00000 27465.00| 15.55000 14236.03| COMPACTED AGGREGATE, NO. 53 | | | 0022 401-07334 608.000 Mg | 110.37000 67104.96| 102.58000 62368.64| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0023 401-07403 968.000 Mg | 89.82000 86945.76| 83.48000 80808.64| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0024 401-07408 3429.000 Mg | 72.93000 250076.97| 67.78000 232417.62| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 402-07432 33.000 Mg | 133.16000 4394.28| 123.76000 4084.08| HMA SURFACE, TYPE A | | | 0026 402-07440 99.000 Mg | 75.21000 7445.79| 69.90000 6920.10| HMA BASE, TYPE A | | | 0027 406-05520 6.000 Mg | 406.70000 2440.20| 378.00000 2268.00| ASPHALT FOR TACK COAT | | | 0028 610-07486 201.000 Mg | 100.34000 20168.34| 143.19000 28781.19| HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 1.000 EACH | 204.42000 204.42| 190.00000 190.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 12.000 EACH | 157.08000 1884.96| 146.00000 1752.00| RIGHT OF WAY MARKER | | | 0031 615-06505 1.000 EACH | 769.28000 769.28| 715.00000 715.00| MONUMENT, B | | | 0032 616-02320 105.000 m2 | 2.40000 252.00| 2.75000 288.75| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 345 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,182,557.95 ROUTE : CALL ORDER : 345 CONTRACT ID : R -28614-B COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 36-2231526 |( ) |WEDDLE BROTHERS HIGHWAY GROU |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-06451 74.600 Mg | 45.00000 3357.00| 45.00000 3357.00| RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 726.25000 726.25| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 0.540 Mg | 618.65000 334.07| 575.00000 310.50| FERTILIZER | | | 0036 621-06554 100.000 kg | 11.24000 1124.00| 10.45000 1045.00| SEED MIXTURE, U | | | 0037 621-06565 2.710 Mg | 403.47000 1093.40| 375.00000 1016.25| MULCHING MATERIAL | | | 0038 621-06567 129.500 kL | 1.08000 139.86| 1.00000 129.50| WATER | | | 0039 621-06574 1751.000 m2 | 3.43000 6005.93| 4.19000 7336.69| SODDING | | | 0040 621-06575 5425.000 m2 | 3.43000 18607.75| 4.19000 22730.75| SODDING, NURSERY | | | 0041 715-02397 1.000 EACH | 1670.00000 1670.00| 1130.00000 1130.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0042 715-02629 2.000 EACH | 380.00000 760.00| 680.00000 1360.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0043 715-03584 2.000 EACH | 361.00000 722.00| 680.00000 1360.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0044 715-04799 2.000 EACH | 5010.00000 10020.00| 2010.00000 4020.00| SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0045 715-05019 3.000 m | 530.00000 1590.00| 377.00000 1131.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0046 715-05053 42.000 m | 86.00000 3612.00| 23.00000 966.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0047 715-05121 35.500 m | 150.00000 5325.00| 150.00000 5325.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0048 715-05171 20.500 m | 95.00000 1947.50| 150.00000 3075.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0049 715-05245 90.000 m | 144.00000 12960.00| 208.00000 18720.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0050 715-07071 1.000 EACH | 1025.00000 1025.00| 1200.00000 1200.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 345 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,182,557.95 ROUTE : CALL ORDER : 345 CONTRACT ID : R -28614-B COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 36-2231526 |( ) |WEDDLE BROTHERS HIGHWAY GROU |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-07103 2.000 EACH | 5010.00000 10020.00| 2000.00000 4000.00| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 1.20 m2 | | | 0052 715-46000 1.000 EACH | 520.00000 520.00| 600.00000 600.00| PIPE END SECTION, 300 mm | | | 0053 715-46010 3.000 EACH | 305.00000 915.00| 700.00000 2100.00| PIPE END SECTION, 450 mm | | | 0054 718-06529 4.000 EACH | 777.00000 3108.00| 460.00000 1840.00| OUTLET PROTECTOR, 2 | | | 0055 801-03290 4.000 EACH | 129.11000 516.44| 200.00000 800.00| CONSTRUCTION SIGN, C | | | 0056 801-04308 4.000 EACH | 376.57000 1506.28| 280.00000 1120.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06207 200.000 m | 6.40000 1280.00| 3.28000 656.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06640 14.000 EACH | 102.21000 1430.94| 143.00000 2002.00| CONSTRUCTION SIGN, A | | | 0059 801-06710 60.000 DAY | 21.52000 1291.20| 30.00000 1800.00| FLASHING ARROW SIGN | | | 0060 801-06775 LUMP | 53795.91000 53795.91| 134000.00000 134000.00| MAINTAINING TRAFFIC | | | 0061 801-07118 75.000 m | 31.20000 2340.00| 44.00000 3300.00| BARRICADE, III-A | | | 0062 801-07119 75.000 m | 41.42000 3106.50| 47.00000 3525.00| BARRICADE, III-B | | | 0063 801-09133 1.000 EACH | 5164.41000 5164.41| 25000.00000 25000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0064 802-05701 7.600 m | 90.47000 687.57| 84.09000 639.08| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-05702 9.340 m | 81.01000 756.63| 75.29000 703.21| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 1.130 m2 | 464.14000 524.48| 431.39000 487.47| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-76035 1.790 m2 | 456.18000 816.56| 423.99000 758.94| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 345 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,182,557.95 ROUTE : CALL ORDER : 345 CONTRACT ID : R -28614-B COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 36-2231526 |( ) |WEDDLE BROTHERS HIGHWAY GROU |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 805-01842 2.000 EACH | 1175.25800 2350.50| 1092.32000 2184.64| HANDHOLE, SIGNAL | | | 0069 805-01844 175.000 m | 65.22000 11413.50| 60.62000 10608.50| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0070 805-78470 473.000 m | 2.99000 1414.27| 2.78000 1314.94| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78510 183.000 m | 4.08000 746.64| 3.79000 693.57| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0072 805-78785 4.000 EACH | 1009.56000 4038.24| 938.32000 3753.28| SIGNAL DETECTOR HOUSING | | | 0073 805-78795 140.000 m | 27.92000 3908.80| 25.95000 3633.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 808-06703 176.500 m | 2.54000 448.31| 3.00000 529.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0075 808-06705 109.500 m | 5.08000 556.26| 6.00000 657.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0076 808-06706 55.500 m | 15.23000 845.27| 14.00000 777.00| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0077 808-06713 870.500 m | 0.48000 417.84| 1.00000 870.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0078 808-06714 475.000 m | 0.48000 228.00| 1.00000 475.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-06716 200.000 m | 3.50000 700.00| 3.28000 656.00| LINE, REMOVE | | | 0080 808-75272 43.000 m | 15.24000 655.32| 11.00000 473.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0081 808-75320 16.000 EACH | 86.07000 1377.12| 80.00000 1280.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 8.000 EACH | 129.11000 1032.88| 90.00000 720.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 808-75998 37.000 EACH | 91.45000 3383.65| 50.00000 1850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 964,909.65| $ 1,272,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 964,909.65| $ 1,272,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 347 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,424.98 ROUTE : 19 CALL ORDER : 347 CONTRACT ID : R -28617-B COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 04/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 861,337.50 100.0000% 35-0997978 PHEND & BROWN, INC. IRREGULAR ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP | 65000.00000 65000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1600.00000 11200.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP | 43350.00000 43350.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 23500.00000 23500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 100.000 SYS | 14.00000 1400.00| | PAVEMENT REMOVAL | | | 0006 202-02245 3.000 EACH | 275.00000 825.00| | TREE, 6 IN., REMOVE | | | 0007 202-02250 2.000 EACH | 375.00000 750.00| | TREE, 10 IN., REMOVE | | | 0008 202-02278 1790.000 LFT | 11.75000 21032.50| | CURB, CONCRETE, REMOVE | | | 0009 202-02772 1.000 EACH | 350.00000 350.00| | CASTING, REMOVE | | | 0010 202-07003 LUMP | 455.00000 455.00| | REMOVE LIGHT FIXTURE AND CONDUIT, AND | | | RELOCATE | | | 0011 202-52710 2136.900 SYS | 11.50000 24574.35| | SIDEWALK, CONCRETE, REMOVE , INCLUDES | | | THE REMOVAL OF BOMANITE | | | 0012 202-74035 25.000 EACH | 43.00000 1075.00| | SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 347 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,424.98 ROUTE : 19 CALL ORDER : 347 CONTRACT ID : R -28617-B COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02020 380.000 CYS | 39.00000 14820.00| | EXCAVATION, UNCLASSIFIED | | | 0014 210-04181 4.000 EACH | 525.00000 2100.00| | BICYCLE RACK | | | 0017 210-06984 7.000 EACH | 375.00000 2625.00| | ADJUST CASTING TO GRADE | | | 0019 210-07642 294.400 CYS | 68.50000 20166.40| | SOIL PREPARATION , PLANTING SOIL MIXTUR | | | 0022 210-08379 1.000 EACH | 800.00000 800.00| | STEEL DOOR REMOVE, SIDEWALK | | | 0023 211-02050 30.000 CYS | 25.00000 750.00| | B BORROW | | | 0024 211-07454 1250.000 CYS | 25.00000 31250.00| | STRUCTURE BACKFILL | | | 0025 301-07448 650.000 TON | 22.00000 14300.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-07662 57.000 TON | 94.00000 5358.00| | STONE , 1 IN. THICK SAND SETTING BASE | | | 0028 303-07662 6.000 TON | 550.00000 3300.00| | STONE , POLYMERIC SAND FOR SWEPT | | | 0029 304-07489 44.000 TON | 150.00000 6600.00| | HMA PATCHING, TYPE A | | | 0038 604-04740 7450.000 SFT | 7.00000 52150.00| | PAVERS , CONCRETE UNIT, 2.375 IN. FOR | | | SIDEWALK | | | 0040 604-07894 168.000 SYS | 125.00000 21000.00| | CURB RAMP, CONCRETE, A | | | 0041 604-91531 1275.000 SYS | 43.25000 55143.75| | SIDEWALK, CONCRETE, 4 IN. | | | 0042 605-06120 380.000 LFT | 19.00000 7220.00| | CURB, CONCRETE | | | 0043 605-06120 1258.700 LFT | 41.00000 51606.70| | CURB, CONCRETE , FOR RAISED PLANTERS | | | 0044 605-95635 1777.700 LFT | 28.00000 49775.60| | CURB, CONCRETE, INTEGRAL, MODIFIED , 18 | | | IN. WIDE | | | 0045 611-03671 5.000 EACH | 2400.00000 12000.00| | TRASH RECEPTACLE | | | 0046 611-04923 231.000 SYS | 62.00000 14322.00| | CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 347 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,424.98 ROUTE : 19 CALL ORDER : 347 CONTRACT ID : R -28617-B COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 621-98038 35.200 CYS | 72.25000 2543.20| | MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-01937 66.000 EACH | 26.50000 1749.00| | PLANT , ORNAMENTAL GRASS, IN 1 | | | 0050 622-03948 2.000 EACH | 325.00000 650.00| | PLANTER , REMOVE | | | 0051 622-04648 3.000 EACH | 225.00000 675.00| | TREE GRATE , REMOVE | | | 0052 622-05616 100.000 EACH | 69.85000 6985.00| | PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0053 622-05639 32.000 EACH | 48.85000 1563.20| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0054 622-05651 40.000 EACH | 500.00000 20000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0055 622-05654 367.000 EACH | 12.10000 4440.70| | PLANT, PERENNIAL | | | 0056 622-06573 1.000 EACH | 1677.00000 1677.00| | IRRIGATION SYSTEM, MODIFIED | | | 0057 704-04850 148.500 SYS | 90.00000 13365.00| | CONCRETE , CMU 8 IN. X 8 IN. X 16 IN. | | | 0058 704-04850 297.000 SYS | 25.00000 7425.00| | CONCRETE , CMU WATERPROOFING | | | 0059 712-03812 4.000 EACH | 2400.00000 9600.00| | BENCH | | | 0060 715-01902 39.000 LFT | 48.00000 1872.00| | WATER SERVICE LINE, 2 IN. , TYPE K | | | COPPER TAP | | | 0061 715-02889 26.000 LFT | 67.00000 1742.00| | SERVICE LINE, 1 IN. , TYPE K COPPER TAP | | | 0064 715-07073 140.000 LFT | 42.00000 5880.00| | WATER LINE , COPPER, 0.75 IN., TYPE K | | | COPPER TAP | | | 0066 715-93910 8.000 EACH | 1200.00000 9600.00| | WATER SERVICE LINE, ADJUST | | | 0068 720-44055 1.000 EACH | 625.00000 625.00| | CASTING, 10, FURNISH AND ADJUST TO GRAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 347 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,424.98 ROUTE : 19 CALL ORDER : 347 CONTRACT ID : R -28617-B COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 732-91742 1.000 EACH | 3500.00000 3500.00| | FIRE HYDRANT , RELOCATE | | | 0076 801-06640 8.000 EACH | 145.00000 1160.00| | CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP | 28000.00000 28000.00| | MAINTAINING TRAFFIC | | | 0079 801-07119 64.000 LFT | 15.00000 960.00| | BARRICADE, III-B | | | 0080 802-04314 26.000 EACH | 1640.00000 42640.00| | SIGN , DECORATIVE, 10 FT. POST WITH | | | FINIAL | | | 0081 802-76035 73.300 SFT | 27.00000 1979.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76035 80.000 SFT | 42.00000 3360.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS , WAYFINDING| | | 0083 802-97812 5.000 EACH | 85.00000 425.00| | STREET NAME IDENTIFICATION SIGN | | | 0084 805-02426 2120.000 LFT | 5.95000 12614.00| | WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0085 805-06592 1060.000 LFT | 11.70000 12402.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0086 805-86889 1440.000 LFT | 0.70000 1008.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0087 807-02191 8.000 EACH | 830.00000 6640.00| | HANDHOLE, LIGHTING | | | 0088 807-03934 11.000 EACH | 110.00000 1210.00| | LIGHT STRUCTURE, REMOVE | | | 0089 807-03950 21.000 EACH | 810.00000 17010.00| | LUMINAIRE, ORNAMENTAL | | | 0090 807-04143 21.000 EACH | 1470.00000 30870.00| | LIGHT STANDARD, 14 FT. E.M.H., 12 FT., | | | DECORATIVE | | | 0091 807-04671 30.000 EACH | 175.00000 5250.00| | OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0092 807-04922 21.000 EACH | 400.00000 8400.00| | LIGHT STANDARD FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 347 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,424.98 ROUTE : 19 CALL ORDER : 347 CONTRACT ID : R -28617-B COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 807-06796 30.000 EACH | 75.00000 2250.00| | ELECTRIC JUNCTION BOX | | | 0094 807-08214 2515.000 LFT | 4.00000 10060.00| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0095 807-08561 2170.000 LFT | 1.50000 3255.00| | ELECTRICAL CIRCUIT, 1/3C NO. 10 COPPER, | | | WITH | | | 0096 807-86810 2.000 EACH | 3255.00000 6510.00| | SERVICE POINT, II | | | 0097 807-86910 25.000 EACH | 40.00000 1000.00| | CONNECTOR KIT, UNFUSED | | | 0098 807-86915 25.000 EACH | 42.00000 1050.00| | CONNECTOR KIT, FUSED | | | 0099 807-86920 45.000 EACH | 12.00000 540.00| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0100 807-86925 32.000 EACH | 15.00000 480.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0101 807-86930 60.000 EACH | 5.00000 300.00| | INSULATION LINK, NONWATERPROOFED | | | 0102 807-86935 40.000 EACH | 8.00000 320.00| | INSULATION LINK, WATERPROOFED | | | 0103 807-86950 25.000 EACH | 33.00000 825.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 807-98690 12.000 EACH | 70.00000 840.00| | HANDHOLE ADJUSTED TO GRADE | | | 0108 808-03439 858.000 LFT | 7.00000 6006.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0111 808-06713 110.000 LFT | 1.00000 110.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0113 808-06716 500.000 LFT | 1.00000 500.00| | LINE, REMOVE | | | 0115 808-75297 96.000 LFT | 7.00000 672.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 861,337.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 861,337.50| $ 1,272,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,508.00 ROUTE : 52 CALL ORDER : 351 CONTRACT ID : R -28624-A COUNTIES : TIPPECANOE LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 17,300.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 21,620.00 124.9711% 3 35-1817574 YARDBERRY LANDSCAPE $ 25,000.00 144.5087% 4 03-0519854 FOCUS CONTRACTING INC $ 27,365.00 158.1792% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 41,700.00 241.0405% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1817574 |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP | 9000.00000 9000.00| 10000.00000 10000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0002 202-03000 LUMP | 7000.00000 7000.00| 8600.00000 8600.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0003 621-06559 1000.000 SYS | 1.00000 1000.00| 0.62000 620.00| 1.00000 1000.00 MULCHED SEEDING, R | | | 0004 802-99060 1.000 EACH | 200.00000 200.00| 1300.00000 1300.00| 2000.00000 2000.00 SIGN AND SUPPORT, WOOD POST, REMOVE , | | | PARCEL NO. 3 | | | 0005 203-02070 100.000 CYS | 1.00000 100.00| 11.00000 1100.00| 20.00000 2000.00 BORROW | | | SECTION TOTALS | $ 17,300.00| $ 21,620.00| $ 25,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,300.00| $ 21,620.00| $ 25,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,508.00 ROUTE : 52 CALL ORDER : 351 CONTRACT ID : R -28624-A COUNTIES : TIPPECANOE LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 03-0519854 |( 5 ) 35-1917625 |( ) |FOCUS CONTRACTING INC |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP | 12900.00000 12900.00| 19000.00000 19000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0002 202-03000 LUMP | 8500.00000 8500.00| 16800.00000 16800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0003 621-06559 1000.000 SYS | 1.57000 1570.00| 1.35000 1350.00| MULCHED SEEDING, R | | | 0004 802-99060 1.000 EACH | 500.00000 500.00| 2000.00000 2000.00| SIGN AND SUPPORT, WOOD POST, REMOVE , | | | PARCEL NO. 3 | | | 0005 203-02070 100.000 CYS | 38.95000 3895.00| 25.50000 2550.00| BORROW | | | SECTION TOTALS | $ 27,365.00| $ 41,700.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,365.00| $ 41,700.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 10,264,523.61 100.0000% ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 150000.00000 150000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 170.00000 1020.00| | RADIO | | | 0003 105-07040 18.000 MOS | 1.00000 18.00| | FIELD OFFICE, C | | | 0004 105-08520 3.000 EACH | 110.00000 330.00| | CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 54.000 MOS | 170.00000 9180.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 108.000 MOS | 110.00000 11880.00| | RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 108-01614 LUMP | 20000.00000 20000.00| | PARTNERING OVERHEAD | | | 0009 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 110-01001 LUMP | 450000.00000 450000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 300000.00000 300000.00| | CLEARING RIGHT OF WAY | | | 0014 202-02240 9990.000 m2 | 7.50000 74925.00| | PAVEMENT REMOVAL | | | 0015 202-02241 295.000 m | 15.50000 4572.50| | GUARDRAIL, REMOVE | | | 0016 202-02278 1579.000 m | 5.35000 8447.65| | CURB, CONCRETE, REMOVE | | | 0017 202-03135 233.000 m2 | 35.00000 8155.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0018 202-06541 4.000 EACH | 120.00000 480.00| | REMOVE TRAFFIC SIGNAL HEAD | | | 0019 203-02000 23473.000 m3 | 18.25000 428382.25| | EXCAVATION, COMMON | | | 0020 203-02070 3475.000 m3 | 0.01000 34.75| | BORROW | | | 0021 205-06931 14.400 Mg | 69.00000 993.60| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 2.000 EACH | 100.00000 200.00| | TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 2874.000 m | 5.70000 16381.80| | TEMPORARY SILT FENCE | | | 0024 207-08268 65590.000 m2 | 15.25000 1000247.50| | SUBGRADE TREATMENT, TYPE IV | | | 0025 211-07454 8603.000 m3 | 0.01000 86.03| | STRUCTURE BACKFILL | | | 0026 301-07448 6737.000 Mg | 3.75000 25263.75| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 302-06464 14388.000 m3 | 51.50000 740982.00| | SUBBASE FOR PCCP | | | 0028 303-07449 505.000 Mg | 39.50000 19947.50| | COMPACTED AGGREGATE, NO. 73 | | | 0029 304-07493 1277.000 Mg | 69.50000 88751.50| | WIDENING WITH HMA, TYPE B | | | 0030 306-08432 3353.000 m2 | 6.00000 20118.00| | MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 402-05481 320.000 Mg | 52.75000 16880.00| | HMA BASE 25.0 mm, SHOULDER | | | 0032 402-07451 516.000 Mg | 54.50000 28122.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0033 402-07453 7388.000 Mg | 7.50000 55410.00| | HMA FOR TEMPORARY PAVEMENT | | | 0034 501-06266 LUMP | 2600.00000 2600.00| | PROFILOGRAPH, PCCP | | | 0035 501-06321 16510.000 m2 | 49.00000 808990.00| | QC/QA-PCCP, 250 mm | | | 0036 501-06322 25020.000 m2 | 51.50000 1288530.00| | QC/QA-PCCP, 275 mm | | | 0037 501-06323 21157.000 m2 | 55.00000 1163635.00| | QC/QA-PCCP, 300 mm | | | 0038 501-06727 LUMP | 15000.00000 15000.00| | CORING, PCCP | | | 0039 503-05240 9725.000 m | 48.50000 471662.50| | D-1 CONTRACTION JOINT | | | 0040 506-06333 80.000 m2 | 80.00000 6400.00| | PCCP PATCHING, FULL DEPTH | | | 0041 601-94689 12.000 EACH | 2300.00000 27600.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 613.500 m | 51.75000 31748.63| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 604-06069 51.000 m2 | 130.00000 6630.00| | CURB RAMP, CONCRETE , C, MODIFIED | | | 0044 604-91531 1451.000 m2 | 34.00000 49334.00| | SIDEWALK, CONCRETE, 100 mm | | | 0045 605-06090 919.000 m | 29.50000 27110.50| | CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 2372.000 m | 30.00000 71160.00| | CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06145 245.000 m | 50.00000 12250.00| | CURB AND GUTTER, B, CONCRETE | | | 0048 605-06215 920.000 m | 140.00000 128800.00| | CENTER CURB, D, CONCRETE | | | 0049 610-07486 718.000 Mg | 80.50000 57799.00| | HMA FOR APPROACHES, TYPE A | | | 0050 610-07712 2748.000 m2 | 49.50000 136026.00| | PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 611-06497 20.000 EACH | 190.00000 3800.00| | MAILBOX ASSEMBLY, SINGLE | | | 0052 615-06490 126.000 EACH | 120.00000 15120.00| | RIGHT OF WAY MARKER | | | 0053 615-06515 4.000 EACH | 150.00000 600.00| | MONUMENT, D | | | 0054 615-06527 1.000 EACH | 510.00000 510.00| | MONUMENT, SECTION CORNER | | | 0055 616-02320 1453.000 m2 | 0.95000 1380.35| | GEOTEXTILES | | | 0056 616-05689 1294.000 Mg | 20.00000 25880.00| | RIPRAP, CLASS 2 | | | 0057 616-06405 168.000 Mg | 20.00000 3360.00| | RIPRAP, REVETMENT | | | 0058 621-02318 15.000 kg | 96.00000 1440.00| | SEED MIXTURE, PRAIRIE GRASS | | | 0059 621-02356 2.500 kg | 400.00000 1000.00| | SEEDING, WETLAND | | | 0060 621-06545 3.200 Mg | 640.00000 2048.00| | FERTILIZER | | | 0061 621-06554 590.000 kg | 7.75000 4572.50| | SEED MIXTURE, U | | | 0062 621-06557 322.000 kg | 3.95000 1271.90| | SEED MIXTURE, T | | | 0063 621-06565 18.100 Mg | 640.00000 11584.00| | MULCHING MATERIAL | | | 0064 621-06574 485.000 m2 | 5.90000 2861.50| | SODDING | | | 0065 622-05648 34.000 EACH | 59.00000 2006.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0066 622-05649 12.000 EACH | 260.00000 3120.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0067 622-91786 425.000 EACH | 9.60000 4080.00| | SEEDLING | | | 0068 714-06677 42.000 m | 5700.00000 239400.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 714-26717 50.000 m | 3800.00000 190000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0071 714-26724 9.000 m | 1000.00000 9000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0072 715-02628 34.000 EACH | 400.00000 13600.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0073 715-02629 4.000 EACH | 470.00000 1880.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0074 715-02630 1.000 EACH | 700.00000 700.00| | SAFETY METAL END SECTION, 6:1, 600 mm | | | 0075 715-05024 181.000 m | 190.00000 34390.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0076 715-05048 6018.000 m | 13.75000 82747.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0077 715-05119 260.000 m | 120.00000 31200.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0078 715-05149 1617.000 m | 120.00000 194040.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0079 715-05151 64.000 m | 130.00000 8320.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05152 956.000 m | 140.00000 133840.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05154 368.000 m | 160.00000 58880.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0082 715-05156 555.000 m | 180.00000 99900.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0083 715-05159 76.000 m | 190.00000 14440.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0084 715-46020 1.000 EACH | 560.00000 560.00| | PIPE END SECTION, 600 mm | | | 0085 715-91361 341.000 m | 27.75000 9462.75| | PIPE, PVC, 150 mm | | | 0086 718-52610 1443.000 m3 | 25.00000 36075.00| | AGGREGATE FOR UNDERDRAINS | | | 0087 718-99153 21089.000 m2 | 2.85000 60103.65| | GEOTEXTILES FOR UNDERDRAIN | | | 0088 720-04596 2.000 EACH | 2000.00000 4000.00| | MANHOLE, J-10 MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 720-44000 34.000 EACH | 220.00000 7480.00| | CASTING, ADJUST TO GRADE | | | 0090 720-45250 56.000 EACH | 1400.00000 78400.00| | CATCH BASIN, K10 | | | 0091 720-45251 58.000 EACH | 1400.00000 81200.00| | CATCH BASIN, K10, MODIFIED | | | 0092 720-45410 35.000 EACH | 1500.00000 52500.00| | MANHOLE, C4 | | | 0093 720-45605 7.000 m | 500.00000 3500.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0094 720-93411 12.000 EACH | 1900.00000 22800.00| | INLET, C15, MODIFIED | | | 0095 720-94612 3.000 EACH | 2800.00000 8400.00| | MANHOLE, K4 | | | 0096 720-95409 1.000 EACH | 1800.00000 1800.00| | MANHOLE, J4, MODIFIED | | | 0097 720-95422 21.000 EACH | 1900.00000 39900.00| | MANHOLE, J4 | | | 0098 801-04308 18.000 EACH | 500.00000 9000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06207 57354.000 m | 0.30000 17206.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06211 68.000 EACH | 110.00000 7480.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0101 801-06577 170.000 m | 18.25000 3102.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0102 801-06625 16.000 EACH | 120.00000 1920.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 35.000 EACH | 170.00000 5950.00| | CONSTRUCTION SIGN, A | | | 0104 801-06645 36.000 EACH | 65.00000 2340.00| | CONSTRUCTION SIGN, B | | | 0105 801-06710 420.000 DAY | 10.00000 4200.00| | FLASHING ARROW SIGN | | | 0106 801-06775 LUMP | 325000.00000 325000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 801-07024 24.000 EACH | 620.00000 14880.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0108 801-07118 61.000 m | 46.00000 2806.00| | BARRICADE, III-A | | | 0109 801-07119 198.000 m | 58.25000 11533.50| | BARRICADE, III-B | | | 0110 801-08401 2492.000 m | 4.75000 11837.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0111 801-94295 48.000 EACH | 260.00000 12480.00| | SIGNAL HEAD, RELOCATE | | | 0112 802-03126 8.000 EACH | 120.00000 960.00| | OVERHEAD SIGN, RELOCATE | | | 0113 802-05701 148.200 m | 26.25000 3890.25| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0114 802-05704 44.000 m | 26.00000 1144.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0115 802-07059 40.000 EACH | 25.00000 1000.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0116 802-76025 33.200 m2 | 120.00000 3984.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0117 802-76035 7.800 m2 | 130.00000 1014.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0118 802-76045 4.050 m2 | 160.00000 648.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0119 805-01842 8.000 EACH | 800.00000 6400.00| | HANDHOLE, SIGNAL | | | 0120 805-01844 892.000 m | 42.00000 37464.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0121 805-78215 6.000 EACH | 550.00000 3300.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0122 805-78230 4.000 EACH | 1000.00000 4000.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 805-78485 508.000 m | 4.50000 2286.00| | SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 367.000 m | 4.80000 1761.60| | SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 3116.000 m | 4.20000 13087.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78746 1790.000 m | 14.00000 25060.00| | PREFORMED LOOP DETECTORS | | | 0127 805-92504 11.000 EACH | 450.00000 4950.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0128 808-03002 1253.000 m | 1.20000 1503.60| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0129 808-03178 42.000 EACH | 190.00000 7980.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0130 808-03179 35.000 EACH | 270.00000 9450.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0131 808-03631 6560.000 m | 1.20000 7872.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0132 808-03632 2636.000 m | 1.20000 3163.20| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0133 808-04767 277.000 m | 18.00000 4986.00| | LINE , EPOXY, SOLID, YELLOW, 300 mm | | | 0134 808-04767 380.000 m | 36.00000 13680.00| | LINE , EPOXY, SOLID, YELLOW, 600 mm | | | 0135 808-04896 87.000 m | 1.20000 104.40| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0136 808-06703 1253.000 m | 2.15000 2693.95| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0137 808-06716 494.000 m | 1.80000 889.20| | LINE, REMOVE | | | 0138 808-75067 171.000 m | 61.00000 10431.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0139 808-75069 734.000 m | 15.25000 11193.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0140 808-75245 500.000 m | 2.15000 1075.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,164,907 ROUTE : SR 331 CALL ORDER : 361 CONTRACT ID : R -28625-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 808-75998 378.000 EACH | 21.25000 8032.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0142 808-92027 360.000 m | 6.45000 2322.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0143 808-98000 1932.000 m | 0.70000 1352.40| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0144 808-99176 33.000 m | 13.00000 429.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0145 621-01004 3.000 EACH | 330.00000 990.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0146 714-04875 46.500 m | 5300.00000 246450.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4570 mm X 1830 mm | | | SECTION TOTALS | $ 10,264,523.61| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,264,523.61| $ 41,700.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,380,224.27 ROUTE : 70 CALL ORDER : 391 CONTRACT ID : R -28641-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,484,000.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,850,617.05 124.7047% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,089,000.00 140.7682% 4 38-1892125 KELCRIS CORPORATION $ 2,278,240.11 153.5202% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0999231 |( 3 ) 35-0918397 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 20000.00000 20000.00| 9100.00000 9100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2250.00000 13500.00| 2000.00000 12000.00| 2300.00000 13800.00 FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 140.00000 280.00| 137.41000 274.82| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 71.00000 852.00| 125.00000 1500.00| 200.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 56000.00000 56000.00| 89600.00000 89600.00| 104000.00000 104000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02278 1321.500 LFT | 10.00000 13215.00| 11.00000 14536.50| 9.00000 11893.50 CURB, CONCRETE, REMOVE | | | 0010 202-52710 187.000 SYS | 15.00000 2805.00| 22.30000 4170.10| 13.50000 2524.50 SIDEWALK, CONCRETE, REMOVE | | | 0011 203-02000 1700.000 CYS | 14.50000 24650.00| 19.00000 32300.00| 25.00000 42500.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,380,224.27 ROUTE : 70 CALL ORDER : 391 CONTRACT ID : R -28641-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0999231 |( 3 ) 35-0918397 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 303-01180 1134.000 TON | 14.50000 16443.00| 13.00000 14742.00| 21.00000 23814.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 303-93506 380.000 CYS | 32.00000 12160.00| 33.00000 12540.00| 43.00000 16340.00 AGGREGATE, 2 | | | 0014 304-07783 50.000 TON | 150.00000 7500.00| 125.00000 6250.00| 260.00000 13000.00 HMA PATCHING, TYPE D | | | 0015 402-07784 141.000 TON | 100.00000 14100.00| 120.00000 16920.00| 110.00000 15510.00 HMA SURFACE, TYPE D | | | 0016 402-07785 234.000 TON | 78.00000 18252.00| 76.00000 17784.00| 80.00000 18720.00 HMA INTERMEDIATE, TYPE D | | | 0017 402-07786 1122.000 TON | 50.00000 56100.00| 57.00000 63954.00| 70.00000 78540.00 HMA BASE, TYPE D | | | 0018 406-05520 2.000 TON | 380.00000 760.00| 495.00000 990.00| 300.00000 600.00 ASPHALT FOR TACK COAT | | | 0019 503-03489 2000.000 EACH | 7.00000 14000.00| 25.00000 50000.00| 17.70000 35400.00 RETROFITTED TIE BARS | | | 0020 503-05240 6128.500 LFT | 6.00000 36771.00| 10.50000 64349.25| 8.00000 49028.00 D-1 CONTRACTION JOINT | | | 0021 506-06333 18397.000 SYS | 56.00000 1030232.00| 62.00000 1140614.00| 80.60000 1482798.20 PCCP PATCHING, FULL DEPTH | | | 0022 604-07894 55.340 SYS | 200.00000 11068.00| 150.00000 8301.00| 118.00000 6530.12 CURB RAMP, CONCRETE, A | | | 0023 604-07902 4.440 SYS | 315.00000 1398.60| 200.00000 888.00| 140.00000 621.60 CURB RAMP, CONCRETE, H | | | 0024 604-91531 127.000 SYS | 45.00000 5715.00| 50.00000 6350.00| 35.00000 4445.00 SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 2545.500 LFT | 17.50000 44546.25| 23.00000 58546.50| 21.00000 53455.50 CURB, CONCRETE , 8 IN. BARRIER | | | 0026 720-44000 7.000 EACH | 600.00000 4200.00| 500.00000 3500.00| 270.00000 1890.00 CASTING, ADJUST TO GRADE | | | 0027 801-03290 14.000 EACH | 195.00000 2730.00| 203.36000 2847.04| 185.00000 2590.00 CONSTRUCTION SIGN, C | | | 0028 801-06640 8.000 EACH | 182.00000 1456.00| 107.73000 861.84| 98.00000 784.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 5388.15000 5388.15| 30000.00000 30000.00| 15247.58000 15247.58 MAINTAINING TRAFFIC | | | 0030 801-07118 250.000 LFT | 11.50000 2875.00| 10.18000 2545.00| 9.26000 2315.00 BARRICADE, III-A | | | 0031 605-06100 8500.000 LFT | 10.00000 85000.00| 20.50000 174250.00| 9.50000 80750.00 CURB, INTEGRAL, C, CONCRETE | | | SECTION TOTALS | $ 1,484,000.00| $ 1,850,617.05| $ 2,089,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,484,000.00| $ 1,850,617.05| $ 2,089,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,380,224.27 ROUTE : 70 CALL ORDER : 391 CONTRACT ID : R -28641-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1892125 |( ) |( ) |KELCRIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION | | | 0001 105-06845 LUMP | 9100.00000 9100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 500.00000 1000.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 300.00000 3600.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 27851.00000 27851.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02278 1321.500 LFT | 10.00000 13215.00| | CURB, CONCRETE, REMOVE | | | 0010 202-52710 187.000 SYS | 15.00000 2805.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 203-02000 1700.000 CYS | 19.08000 32436.00| | EXCAVATION, COMMON | | | 0012 303-01180 1134.000 TON | 13.31000 15093.54| | COMPACTED AGGREGATE, NO. 53 | | | 0013 303-93506 380.000 CYS | 34.24000 13011.20| | AGGREGATE, 2 | | | 0014 304-07783 50.000 TON | 106.00000 5300.00| | HMA PATCHING, TYPE D | | | 0015 402-07784 141.000 TON | 113.95000 16066.95| | HMA SURFACE, TYPE D | | | 0016 402-07785 234.000 TON | 72.61000 16990.74| | HMA INTERMEDIATE, TYPE D | | | 0017 402-07786 1122.000 TON | 54.06000 60655.32| | HMA BASE, TYPE D | | | 0018 406-05520 2.000 TON | 477.00000 954.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,380,224.27 ROUTE : 70 CALL ORDER : 391 CONTRACT ID : R -28641-A COUNTIES : HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1892125 |( ) |( ) |KELCRIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 503-03489 2000.000 EACH | 10.00000 20000.00| | RETROFITTED TIE BARS | | | 0020 503-05240 6128.500 LFT | 10.00000 61285.00| | D-1 CONTRACTION JOINT | | | 0021 506-06333 18397.000 SYS | 94.00000 1729318.00| | PCCP PATCHING, FULL DEPTH | | | 0022 604-07894 55.340 SYS | 54.00000 2988.36| | CURB RAMP, CONCRETE, A | | | 0023 604-07902 4.440 SYS | 54.00000 239.76| | CURB RAMP, CONCRETE, H | | | 0024 604-91531 127.000 SYS | 36.00000 4572.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 2545.500 LFT | 20.00000 50910.00| | CURB, CONCRETE , 8 IN. BARRIER | | | 0026 720-44000 7.000 EACH | 300.00000 2100.00| | CASTING, ADJUST TO GRADE | | | 0027 801-03290 14.000 EACH | 186.85000 2615.90| | CONSTRUCTION SIGN, C | | | 0028 801-06640 8.000 EACH | 98.98000 791.84| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0030 801-07118 250.000 LFT | 9.35000 2337.50| | BARRICADE, III-A | | | 0031 605-06100 8500.000 LFT | 20.00000 170000.00| | CURB, INTEGRAL, C, CONCRETE | | | SECTION TOTALS | $ 2,278,240.11| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,278,240.11| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,776.43 ROUTE : CALL ORDER : 401 CONTRACT ID : R -28654-A COUNTIES : HOWARD LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 476,149.35 100.0000% ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 9700.00000 9700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2000.00000 8000.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 23750.00000 23750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14250.00000 14250.00| | CLEARING RIGHT OF WAY | | | 0007 202-78515 LUMP | 2040.00000 2040.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-96151 LUMP | 1000.00000 1000.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-90014 6.000 STA | 6500.00000 39000.00| | LINEAR GRADING | | | 0010 205-06937 600.000 LFT | 1.50000 900.00| | TEMPORARY SILT FENCE | | | 0011 207-08268 1269.000 SYS | 15.00000 19035.00| | SUBGRADE TREATMENT, TYPE IV | | | 0012 211-07454 62.000 CYS | 15.00000 930.00| | STRUCTURE BACKFILL | | | 0013 303-01180 61.000 TON | 28.00000 1708.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,776.43 ROUTE : CALL ORDER : 401 CONTRACT ID : R -28654-A COUNTIES : HOWARD LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07494 74.000 TON | 58.00000 4292.00| | WIDENING WITH HMA, TYPE C | | | 0015 306-08033 916.000 SYS | 2.00000 1832.00| | MILLING, ASPHALT, 1 IN. | | | 0016 306-08038 845.000 SYS | 3.00000 2535.00| | MILLING, ASPHALT, 4 IN. | | | 0017 306-08043 1187.000 SYS | 2.00000 2374.00| | MILLING, TRANSITION | | | 0018 306-08432 550.000 SYS | 2.25000 1237.50| | MILLING, APPROACH | | | 0019 402-07434 309.000 TON | 69.00000 21321.00| | HMA SURFACE, TYPE C | | | 0020 402-07439 696.000 TON | 50.00000 34800.00| | HMA INTERMEDIATE, TYPE C | | | 0021 402-07442 311.000 TON | 70.00000 21770.00| | HMA BASE, TYPE C | | | 0022 406-05521 9434.000 SYS | 0.10000 943.40| | ASPHALT FOR TACK COAT | | | 0023 602-06944 20.000 LFT | 95.00000 1900.00| | BARRIER, CONCRETE, 33 IN. | | | 0024 603-97461 230.000 LFT | 3.00000 690.00| | TEMPORARY FENCE | | | 0025 603-98226 213.000 LFT | 25.00000 5325.00| | FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0026 604-06070 526.000 SYS | 35.00000 18410.00| | SIDEWALK, CONCRETE | | | 0027 604-07903 90.000 SYS | 150.00000 13500.00| | CURB RAMP, CONCRETE, K | | | 0028 604-44251 0.500 CYS | 4600.00000 2300.00| | STEPS, CONCRETE | | | 0029 605-06155 1318.000 LFT | 15.00000 19770.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 610-07488 162.000 TON | 85.00000 13770.00| | HMA FOR APPROACHES, TYPE C | | | 0031 610-07712 158.000 SYS | 70.00000 11060.00| | PCCP FOR APPROACHES, 6 IN. | | | 0032 621-06557 15.000 LBS | 33.15000 497.25| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,776.43 ROUTE : CALL ORDER : 401 CONTRACT ID : R -28654-A COUNTIES : HOWARD LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06575 812.000 SYS | 4.90000 3978.80| | SODDING, NURSERY | | | 0034 714-44240 4.000 CYS | 86.00000 344.00| | CONCRETE, A, STRUCTURES | | | 0035 715-05149 142.000 LFT | 65.00000 9230.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0036 720-44000 2.000 EACH | 350.00000 700.00| | CASTING, ADJUST TO GRADE | | | 0037 720-44070 1.000 EACH | 895.00000 895.00| | CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0038 720-45045 4.000 EACH | 1700.00000 6800.00| | INLET, J10 | | | 0039 720-45055 1.000 EACH | 1700.00000 1700.00| | INLET, M10 | | | 0040 720-45075 2.000 EACH | 2000.00000 4000.00| | INLET, R13 | | | 0041 801-06203 4120.000 LFT | 0.50000 2060.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06216 120.000 LFT | 3.50000 420.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0043 801-06640 15.000 EACH | 160.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 33000.00000 33000.00| | MAINTAINING TRAFFIC | | | 0045 802-76025 521.000 SFT | 19.30000 10055.30| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0046 802-76035 36.000 SFT | 18.30000 658.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0047 802-76055 123.000 LFT | 8.00000 984.00| | SIGN POST, A | | | 0048 802-76065 91.000 LFT | 7.80000 709.80| | SIGN POST, B | | | 0049 805-01816 4.000 EACH | 1840.00000 7360.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0050 805-01842 9.000 EACH | 950.00000 8550.00| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,776.43 ROUTE : CALL ORDER : 401 CONTRACT ID : R -28654-A COUNTIES : HOWARD LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 805-01844 950.000 LFT | 13.00000 12350.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0052 805-02069 2.000 EACH | 2800.00000 5600.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0053 805-02073 2.000 EACH | 3400.00000 6800.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0054 805-02152 8.000 EACH | 720.00000 5760.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. AND COUNT | | | DOWN TIMER DISPLAY | | | 0055 805-78109 1.000 EACH | 7700.00000 7700.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0056 805-78205 6.000 EACH | 670.00000 4020.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0057 805-78230 2.000 EACH | 1000.00000 2000.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0058 805-78370 8.000 EACH | 800.00000 6400.00| | PEDESTRIAN PUSH BUTTON , WITH R-10 SIGN | | | 0059 805-78445 1.000 EACH | 392.00000 392.00| | SIGNAL SERVICE | | | 0060 805-78467 200.000 LFT | 2.19000 438.00| | SIGNAL CABLE, 3C 8GA. | | | 0061 805-78480 530.000 LFT | 1.45000 768.50| | SIGNAL CABLE, 3C 14GA. | | | 0062 805-78485 870.000 LFT | 2.21000 1922.70| | SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 605.000 LFT | 2.25000 1361.25| | SIGNAL CABLE, 7C 14GA. | | | 0064 805-78510 2470.000 LFT | 1.66000 4100.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78925 1.000 EACH | 1170.00000 1170.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0067 805-92504 5.000 EACH | 204.00000 1020.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0068 807-02781 2.000 EACH | 970.00000 1940.00| | LUMINAIRE MAST ARM, 10 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,776.43 ROUTE : CALL ORDER : 401 CONTRACT ID : R -28654-A COUNTIES : HOWARD LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-06703 535.000 LFT | 0.65000 347.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0070 808-75245 1274.000 LFT | 0.65000 828.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75278 31.000 LFT | 2.00000 62.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0072 808-75290 829.000 LFT | 2.00000 1658.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0073 808-75297 123.000 LFT | 4.00000 492.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75300 401.000 LFT | 1.00000 401.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0075 808-75320 2.000 EACH | 105.00000 210.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 2.000 EACH | 150.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 805-03175 28.000 EACH | 540.00000 15120.00| | PREFORMED LOOP DETECTOR | | | 0078 621-01004 2.000 EACH | 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 476,149.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 476,149.35| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,852.94 ROUTE : CALL ORDER : 411 CONTRACT ID : R -28683-A COUNTIES : KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/11/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 94,424.25 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 107,697.28 114.0568% 3 35-0997978 PHEND & BROWN, INC. $ 110,527.57 117.0542% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT PAVING | | | 0001 105-06845 LUMP | 3300.00000 3300.00| 15950.00000 15950.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 40.00000 80.00| 93.00000 186.00| 250.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 2.000 MOS | 40.00000 80.00| 93.00000 186.00| 55.00000 110.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 4300.00000 4300.00| 13900.00000 13900.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 203-02000 344.000 CYS | 12.00000 4128.00| 34.00000 11696.00| 12.00000 4128.00 EXCAVATION, COMMON | | | 0008 205-08511 815.000 LFT | 0.75000 611.25| 1.58000 1287.70| 3.00000 2445.00 EROSION CONTROL , TEMPORARY | | | 0009 215-07043 3100.000 SYS | 9.00000 27900.00| 6.45000 19995.00| 6.45000 19995.00 CHEMICAL MODIFICATION, SOILS , LIME | | | STABILIZATION | | | 0010 301-07448 774.000 TON | 13.00000 10062.00| 13.12000 10154.88| 5.00000 3870.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 22.000 TON | 40.00000 880.00| 83.00000 1826.00| 90.00000 1980.00 COMPACTED AGGREGATE, NO. 73 , SHOULDER | | | 0012 402-07432 292.500 TON | 54.00000 15795.00| 39.85000 11656.13| 52.50000 15356.25 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 159,852.94 ROUTE : CALL ORDER : 411 CONTRACT ID : R -28683-A COUNTIES : KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-07435 487.500 TON | 46.00000 22425.00| 30.30000 14771.25| 45.20000 22035.00 HMA INTERMEDIATE, TYPE A | | | 0016 801-06640 1.000 EACH | 100.00000 100.00| 425.00000 425.00| 425.00000 425.00 CONSTRUCTION SIGN, A | | | 0017 621-01004 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 1612.000 SYS | 0.50000 806.00| 0.86000 1386.32| 0.86000 1386.32 MULCHED SEEDING, R | | | 0019 715-05118 20.000 LFT | 52.00000 1040.00| 60.00000 1200.00| 48.00000 960.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | SMOUTHWALL POLYETHYLENE TYPE I | | | 0020 715-05123 40.000 LFT | 61.00000 2440.00| 65.00000 2600.00| 59.00000 2360.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | SMOUTHWALL POLYETHYLENE TYPE I | | | SECTION TOTALS | $ 94,424.25| $ 107,697.28| $ 110,527.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 94,424.25| $ 107,697.28| $ 110,527.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 435 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,819.91 ROUTE : 241 CALL ORDER : 435 CONTRACT ID : RS-28222-B COUNTIES : KNOX LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,563,340.13 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,709,000.00 109.3172% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2040801 |( ) |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2500.00000 22500.00| 1250.00000 11250.00| FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 225.00000 450.00| 345.00000 690.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 80.00000 1440.00| 200.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 26000.00000 26000.00| 85500.00000 85500.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 75.000 LFT | 4.00000 300.00| 4.00000 300.00| GUARDRAIL, REMOVE | | | 0011 202-93741 13.000 EACH | 600.00000 7800.00| 170.00000 2210.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 304-07491 750.000 TON | 135.00000 101250.00| 160.00000 120000.00| HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 435 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,819.91 ROUTE : 241 CALL ORDER : 435 CONTRACT ID : RS-28222-B COUNTIES : KNOX LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2040801 |( ) |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08033 61000.000 SYS | 0.65000 39650.00| 0.50000 30500.00| MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 480.000 SYS | 1.10000 528.00| 1.70000 816.00| MILLING, TRANSITION | | | 0015 306-08432 3930.000 SYS | 4.55000 17881.50| 2.60000 10218.00| MILLING, APPROACH | | | 0016 401-06264 LUMP | 5000.00000 5000.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0017 401-07329 5100.000 TON | 66.75000 340425.00| 71.00000 362100.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0018 401-07399 11100.000 TON | 54.00000 599400.00| 60.00000 666000.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0019 402-07452 2200.000 TON | 61.25000 134750.00| 71.00000 156200.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0020 406-05520 45.000 TON | 220.00000 9900.00| 240.00000 10800.00| ASPHALT FOR TACK COAT | | | 0021 601-06035 323.000 LFT | 6.75000 2180.25| 6.75000 2180.25| GUARDRAIL, RESET | | | 0022 601-92948 2028.000 LFT | 2.25000 4563.00| 2.25000 4563.00| GUARDRAIL, ADJUST HEIGHT | | | 0023 601-94689 13.000 EACH | 2800.00000 36400.00| 4000.00000 52000.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 225.000 LFT | 15.00000 3375.00| 15.00000 3375.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07488 1080.000 TON | 76.00000 82080.00| 80.00000 86400.00| HMA FOR APPROACHES, TYPE C | | | 0026 615-06525 4.000 EACH | 875.00000 3500.00| 795.00000 3180.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 615-06527 3.000 EACH | 535.00000 1605.00| 535.00000 1605.00| MONUMENT, SECTION CORNER | | | 0028 616-02320 700.000 SYS | 2.00000 1400.00| 2.00000 1400.00| GEOTEXTILES | | | 0029 616-06451 550.000 TON | 43.50000 23925.00| 35.00000 19250.00| RIPRAP, UNIFORM | | | 0030 616-95754 15.000 LFT | 22.00000 330.00| 16.00000 240.00| PAVED SIDE DITCH, BREAK | | | 0031 801-06203 4168.000 LFT | 0.60000 2500.80| 0.40000 1667.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 2084.000 LFT | 3.35000 6981.40| 1.00000 2084.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 435 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,819.91 ROUTE : 241 CALL ORDER : 435 CONTRACT ID : RS-28222-B COUNTIES : KNOX LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2040801 |( ) |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06640 31.000 EACH | 115.00000 3565.00| 105.00000 3255.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 55000.00000 55000.00| 39135.62000 39135.62| MAINTAINING TRAFFIC | | | 0035 805-78470 40.000 LFT | 1.00000 40.00| 1.00000 40.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78795 44.000 LFT | 10.00000 440.00| 10.00000 440.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 805-92951 1.000 EACH | 180.00000 180.00| 180.00000 180.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0038 808-06706 250.000 LFT | 5.00000 1250.00| 5.00000 1250.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0039 808-06712 4500.000 LFT | 0.12000 540.00| 0.12000 540.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0040 808-06713 41640.000 LFT | 0.12000 4996.80| 0.12000 4996.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 22774.000 LFT | 0.12000 2732.88| 0.12000 2732.88| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-75297 15.000 LFT | 5.00000 75.00| 5.00000 75.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75996 483.000 EACH | 4.50000 2173.50| 3.50000 1690.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 483.000 EACH | 16.00000 7728.00| 17.25000 8331.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,563,340.00| $ 5,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,563,340.13| $ 1,709,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 445 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,700,504.67 ROUTE : 64 CALL ORDER : 445 CONTRACT ID : RS-28224-B COUNTIES : GIBSON PIKE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,496,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,635,000.00 105.5689% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 11150.00000 11150.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1225.00000 11025.00| 2100.00000 18900.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 124800.00000 124800.00| 131000.00000 131000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 2257.000 LFT | 1.75000 3949.75| 1.75000 3949.75| GUARDRAIL, REMOVE | | | 0008 202-93741 22.000 EACH | 130.00000 2860.00| 130.00000 2860.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 304-07491 1600.000 TON | 115.00000 184000.00| 116.00000 185600.00| HMA PATCHING, TYPE C | | | 0010 306-08033 115000.000 SYS | 0.35000 40250.00| 1.00000 115000.00| MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 14000.000 SYS | 0.15000 2100.00| 1.20000 16800.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 7700.000 SYS | 0.30000 2310.00| 0.10000 770.00| MILLING, TRANSITION | | | 0013 306-08432 2700.000 SYS | 2.10000 5670.00| 8.00000 21600.00| MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 445 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,700,504.67 ROUTE : 64 CALL ORDER : 445 CONTRACT ID : RS-28224-B COUNTIES : GIBSON PIKE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-06264 LUMP | 3200.00000 3200.00| 6500.00000 6500.00| PROFILOGRAPH, HMA | | | 0015 401-07328 11300.000 TON | 57.00000 644100.00| 62.00000 700600.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0016 401-07379 13000.000 TON | 47.00000 611000.00| 46.00000 598000.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0017 402-07452 5400.000 TON | 53.00000 286200.00| 45.00000 243000.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0018 406-05520 75.000 TON | 240.00000 18000.00| 265.00000 19875.00| ASPHALT FOR TACK COAT | | | 0019 601-01522 12.000 EACH | 1925.00000 23100.00| 1925.00000 23100.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-94689 22.000 EACH | 3500.00000 77000.00| 2200.00000 48400.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 2240.000 LFT | 14.70000 32928.00| 14.70000 32928.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 604-07896 3.000 SYS | 170.00000 510.00| 200.00000 600.00| CURB RAMP, CONCRETE, B | | | 0023 604-07901 4.000 SYS | 145.00000 580.00| 200.00000 800.00| CURB RAMP, CONCRETE, G | | | 0024 604-07901 2.000 SYS | 215.00000 430.00| 200.00000 400.00| CURB RAMP, CONCRETE, G MODIFIED | | | 0025 604-07902 7.000 SYS | 145.00000 1015.00| 200.00000 1400.00| CURB RAMP, CONCRETE, H | | | 0026 604-07903 1.000 SYS | 270.00000 270.00| 300.00000 300.00| CURB RAMP, CONCRETE, K | | | 0027 610-07488 2000.000 TON | 68.00000 136000.00| 81.00000 162000.00| HMA FOR APPROACHES, TYPE C | | | 0028 612-04315 80.000 TON | 1173.00000 93840.00| 1173.00000 93840.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0029 612-60410 1300.000 EACH | 8.10000 10530.00| 8.10000 10530.00| DRILLED HOLE FOR UNDERSEAL | | | 0030 615-06525 2.000 EACH | 300.00000 600.00| 1000.00000 2000.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 616-02320 125.000 SYS | 2.50000 312.50| 2.35000 293.75| GEOTEXTILES | | | 0032 616-06451 200.000 TON | 26.50000 5300.00| 38.00000 7600.00| RIPRAP, UNIFORM | | | 0033 621-06574 10.000 SYS | 5.00000 50.00| 8.00000 80.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 445 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,700,504.67 ROUTE : 64 CALL ORDER : 445 CONTRACT ID : RS-28224-B COUNTIES : GIBSON PIKE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 706-08188 162.000 LFT | 65.00000 10530.00| 65.00000 10530.00| RAILING, TR | | | 0035 715-06675 101.000 LFT | 575.00000 58075.00| 586.19000 59205.19| PIPE LINER 17.6 SqFt | | | 0036 732-08419 6.000 SYS | 62.00000 372.00| 62.00000 372.00| MODULAR BLOCK WALL | | | 0037 732-08421 6.000 SYS | 125.00000 750.00| 125.00000 750.00| MODULAR BLOCK WALL ERECTION | | | 0038 801-06203 8000.000 LFT | 0.35000 2800.00| 0.39000 3120.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 4000.000 LFT | 1.00000 4000.00| 1.39000 5560.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 56.000 EACH | 105.00000 5880.00| 115.00000 6440.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 47371.95000 47371.95| 47514.31000 47514.31| MAINTAINING TRAFFIC | | | 0042 808-04298 8.000 EACH | 500.00000 4000.00| 300.00000 2400.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0043 808-06712 6200.000 LFT | 0.11000 682.00| 0.12000 744.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 76700.000 LFT | 0.11000 8437.00| 0.12000 9204.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 41500.000 LFT | 0.11000 4565.00| 0.12000 4980.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-75007 1500.000 LFT | 0.40000 600.00| 0.75000 1125.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0047 808-75272 600.000 LFT | 5.00000 3000.00| 3.00000 1800.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | FOR TRAFFIC ISLANDS | | | 0048 808-75278 75.000 LFT | 2.00000 150.00| 3.00000 225.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0049 808-75297 50.000 LFT | 5.00000 250.00| 4.00000 200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75300 225.000 LFT | 1.00000 225.00| 1.00000 225.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 445 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,700,504.67 ROUTE : 64 CALL ORDER : 445 CONTRACT ID : RS-28224-B COUNTIES : GIBSON PIKE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75320 4.000 EACH | 80.00000 320.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0052 808-75325 3.000 EACH | 120.00000 360.00| 100.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0053 808-75996 852.000 EACH | 3.50000 2982.00| 7.10000 6049.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 852.000 EACH | 15.90000 13546.80| 15.90000 13546.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0055 808-98875 170.000 LFT | 1.00000 170.00| 3.00000 510.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 6 IN. | | | SECTION TOTALS | $ 2,496,000.00| $ 2,635,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,496,000.00| $ 2,635,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 485 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,486.27 ROUTE : 32 CALL ORDER : 485 CONTRACT ID : RS-28324-B COUNTIES : FOUNTAIN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,432,402.24 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 7400.00000 7400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, A | | | 0003 105-08520 1.000 EACH | 80.00000 80.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 125.00000 750.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 171620.00000 171620.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 62.000 LFT | 6.00000 372.00| | GUARDRAIL, REMOVE | | | 0011 202-93741 4.000 EACH | 600.00000 2400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02070 32.000 CYS | 70.00000 2240.00| | BORROW | | | 0013 203-02080 7.400 MILE | 7000.00000 51800.00| | LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 485 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,486.27 ROUTE : 32 CALL ORDER : 485 CONTRACT ID : RS-28324-B COUNTIES : FOUNTAIN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-03371 130.000 CYS | 50.00000 6500.00| | SEDIMENT, REMOVE | | | 0015 205-06931 20.000 TON | 180.00000 3600.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06937 20800.000 LFT | 1.30000 27040.00| | TEMPORARY SILT FENCE | | | 0017 303-01180 8660.000 TON | 19.00000 164540.00| | COMPACTED AGGREGATE, NO. 53 | | | 0018 303-07449 100.000 TON | 11.00000 1100.00| | COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 3450.000 TON | 101.00000 348450.00| | HMA PATCHING, TYPE B | | | 0020 304-07493 4750.000 TON | 93.00000 441750.00| | WIDENING WITH HMA, TYPE B | | | 0021 306-08033 103761.000 SYS | 0.70000 72632.70| | MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 7720.000 SYS | 1.00000 7720.00| | MILLING, TRANSITION | | | 0023 306-08432 775.000 SYS | 7.00000 5425.00| | MILLING, APPROACH | | | 0024 401-06264 LUMP | 5400.00000 5400.00| | PROFILOGRAPH, HMA | | | 0025 401-07321 10400.000 TON | 55.50000 577200.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 401-07371 13600.000 TON | 54.50000 741200.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0027 402-07451 7860.000 TON | 60.00000 471600.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0028 406-05520 98.000 TON | 310.00000 30380.00| | ASPHALT FOR TACK COAT | | | 0029 601-94689 4.000 EACH | 3500.00000 14000.00| | GUARDRAIL END TREATMENT, OS | | | 0030 610-07487 653.000 TON | 115.00000 75095.00| | HMA FOR APPROACHES, TYPE B | | | 0031 801-03290 2.000 EACH | 110.00000 220.00| | CONSTRUCTION SIGN, C | | | 0032 801-06203 8625.000 LFT | 0.50000 4312.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 4313.000 LFT | 1.30000 5606.90| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 485 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,327,486.27 ROUTE : 32 CALL ORDER : 485 CONTRACT ID : RS-28324-B COUNTIES : FOUNTAIN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 801-06640 33.000 EACH | 125.00000 4125.00| | CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 128400.00000 128400.00| | MAINTAINING TRAFFIC | | | 0036 808-03631 230.000 LFT | 6.00000 1380.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0037 808-04896 28.750 LFT | 10.00000 287.50| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0038 808-06703 85406.000 LFT | 0.29000 24767.74| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0039 808-06716 258.750 LFT | 2.00000 517.50| | LINE, REMOVE | | | 0040 808-75240 8310.000 LFT | 0.30000 2493.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 35630.000 LFT | 0.28000 9976.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75297 12.000 LFT | 25.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75996 826.000 EACH | 4.50000 3717.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 3,432,402.24| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,432,402.24| $ 2,635,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,432.88 ROUTE : SR 124 CALL ORDER : 491 CONTRACT ID : RS-28406-A COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,148,646.28 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,451,046.01 114.0740% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND WIDENING | | | 0001 105-06845 LUMP | 5600.00000 5600.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 1670.00000 15030.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 107400.00000 107400.00| 122000.00000 122000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 652.000 LFT | 1.75000 1141.00| 0.01000 6.52| GUARDRAIL, REMOVE | | | 0008 202-02255 1.000 EACH | 1500.00000 1500.00| 525.00000 525.00| TREE, 18 IN., REMOVE | | | 0009 202-02260 5.000 EACH | 2000.00000 10000.00| 1750.00000 8750.00| TREE, 30 IN., REMOVE | | | 0010 202-02270 2.000 EACH | 3600.00000 7200.00| 9000.00000 18000.00| TREE, 60 IN., REMOVE , TO 78 IN | | | 0011 202-02271 3.000 EACH | 550.00000 1650.00| 169.43000 508.29| HEADWALL, REMOVE | | | 0012 202-04095 1.000 EACH | 3000.00000 3000.00| 7000.00000 7000.00| TREE, 54 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,432.88 ROUTE : SR 124 CALL ORDER : 491 CONTRACT ID : RS-28406-A COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-91010 3.000 EACH | 1600.00000 4800.00| 1500.00000 4500.00| TREE, 24 IN., REMOVE | | | 0014 202-91011 3.000 EACH | 2000.00000 6000.00| 1900.00000 5700.00| TREE, 36 IN., REMOVE | | | 0015 202-93741 10.000 EACH | 175.00000 1750.00| 25.00000 250.00| GUARD RAIL END TREATMENT, REMOVE | | | 0016 203-02070 100.000 CYS | 1.00000 100.00| 18.17000 1817.00| BORROW | | | 0017 203-90014 23.220 STA | 250.00000 5805.00| 577.46000 13408.62| LINEAR GRADING | | | 0018 211-07454 20.000 CYS | 15.50000 310.00| 17.65000 353.00| STRUCTURE BACKFILL | | | 0019 301-07448 6085.000 TON | 20.00000 121700.00| 16.80000 102228.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 2263.000 TON | 28.00000 63364.00| 16.72000 37837.36| COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07493 6146.000 TON | 43.00000 264278.00| 44.08000 270915.68| WIDENING WITH HMA, TYPE B | | | 0022 306-08033 6890.000 SYS | 1.00000 6890.00| 1.44000 9921.60| MILLING, ASPHALT, 1 IN. | | | 0023 306-08034 1391.000 SYS | 1.00000 1391.00| 2.51000 3491.41| MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08037 14702.000 SYS | 2.00000 29404.00| 2.33000 34255.66| MILLING, ASPHALT, 3 IN. | | | 0025 306-08043 4701.000 SYS | 0.60000 2820.60| 1.60000 7521.60| MILLING, TRANSITION | | | 0026 306-08432 4295.000 SYS | 1.00000 4295.00| 0.01000 42.95| MILLING, APPROACH | | | 0027 401-06264 LUMP | 9000.00000 9000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0028 401-07321 8422.000 TON | 40.00000 336880.00| 56.06000 472137.32| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0029 401-07390 3881.000 TON | 39.00000 151359.00| 45.67000 177245.27| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0030 402-07432 1882.000 TON | 38.00000 71516.00| 57.49000 108196.18| HMA SURFACE, TYPE A | | | 0031 402-07450 1877.000 TON | 40.00000 75080.00| 57.52000 107965.04| HMA, TYPE A, WEDGE AND LEVEL | | | 0032 402-07451 7640.000 TON | 45.00000 343800.00| 54.79000 418595.60| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,432.88 ROUTE : SR 124 CALL ORDER : 491 CONTRACT ID : RS-28406-A COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 406-05520 75.000 TON | 300.00000 22500.00| 10.00000 750.00| ASPHALT FOR TACK COAT | | | 0034 507-07479 100.000 TON | 150.00000 15000.00| 87.97000 8797.00| HMA PARTIAL DEPTH PATCH | | | 0035 601-91426 3.000 EACH | 200.00000 600.00| 85.00000 255.00| GUARD RAIL TERMINAL END SECTION, A | | | 0036 601-94689 10.000 EACH | 3200.00000 32000.00| 2375.00000 23750.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 1390.000 LFT | 16.00000 22240.00| 16.50000 22935.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 610-07486 2372.000 TON | 65.00000 154180.00| 63.00000 149436.00| HMA FOR APPROACHES, TYPE A | | | 0039 611-06497 8.000 EACH | 150.00000 1200.00| 195.00000 1560.00| MAILBOX ASSEMBLY, SINGLE | | | 0040 611-08232 30.000 EACH | 200.00000 6000.00| 149.09000 4472.70| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0041 615-06520 2.000 EACH | 500.00000 1000.00| 347.23000 694.46| MONUMENT, RE-ESTABLISH | | | 0042 616-02320 2250.000 SYS | 3.00000 6750.00| 2.38000 5355.00| GEOTEXTILES | | | 0043 616-06451 1708.000 TON | 44.00000 75152.00| 31.91000 54502.28| RIPRAP, UNIFORM , TYPE A | | | 0044 621-02770 1548.000 SYS | 2.15000 3328.20| 2.15000 3328.20| EROSION CONTROL BLANKET | | | 0045 715-01662 71.000 LFT | 47.00000 3337.00| 40.00000 2840.00| PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0046 715-05169 60.000 LFT | 37.00000 2220.00| 36.04000 2162.40| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-05595 7.000 LFT | 240.00000 1680.00| 202.04000 1414.28| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0048 715-05597 8.000 LFT | 210.00000 1680.00| 195.99000 1567.92| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0049 715-05756 7.000 LFT | 210.00000 1470.00| 249.56000 1746.92| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0050 720-01894 1.000 EACH | 980.00000 980.00| 667.96000 667.96| CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-44000 1.000 EACH | 920.00000 920.00| 533.45000 533.45| CASTING, ADJUST TO GRADE | | | 0052 720-99315 1.000 EACH | 10.00000 10.00| 10.00000 10.00| CLEAN EXISTING CATCH BASINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,432.88 ROUTE : SR 124 CALL ORDER : 491 CONTRACT ID : RS-28406-A COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-06203 4190.000 LFT | 1.00000 4190.00| 0.17000 712.30| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0054 801-06207 3540.000 LFT | 2.00000 7080.00| 0.84000 2973.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06640 27.000 EACH | 170.00000 4590.00| 89.00000 2403.00| CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP | 72864.00000 72864.00| 145898.29000 145898.29| MAINTAINING TRAFFIC | | | 0057 801-92448 600.000 DAY | 5.00000 3000.00| 2.75000 1650.00| CONSTRUCTION SIGNS, MOBILE | | | 0058 802-05704 308.000 LFT | 18.00000 5544.00| 9.75000 3003.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0059 802-05705 112.000 LFT | 17.00000 1904.00| 7.25000 812.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0060 802-91122 26.000 EACH | 125.00000 3250.00| 100.00000 2600.00| SIGN, GROUND MOUNTED, RESET | | | 0061 804-06771 40.000 EACH | 25.00000 1000.00| 27.00000 1080.00| DELINEATOR POST, FLEXIBLE | | | 0062 808-06712 4812.000 LFT | 0.12000 577.44| 0.12000 577.44| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0063 808-06713 70800.000 LFT | 0.12000 8496.00| 0.12000 8496.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 54662.000 LFT | 0.12000 6559.44| 0.12000 6559.44| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-75297 110.000 LFT | 8.00000 880.00| 6.40000 704.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75996 817.000 EACH | 5.95000 4861.15| 2.51000 2050.67| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 817.000 EACH | 16.85000 13766.45| 17.80000 14542.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,148,646.28| $ 2,451,046.01| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,148,646.28| $ 2,451,046.01| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,310,220.84 ROUTE : US 31 CALL ORDER : 501 CONTRACT ID : RS-28414-B COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,443,562.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,520,253.00 102.2271% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1735.00000 10410.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 79.97000 159.94| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 35.99000 431.88| 200.00000 2400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 625717.00000 625717.00| 188200.00000 188200.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 304-07490 100.000 TON | 102.39000 10239.00| 155.00000 15500.00| HMA PATCHING, TYPE B | | | 0011 306-08034 318400.000 SYS | 0.94000 299296.00| 0.80000 254720.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 3600.000 SYS | 0.01000 36.00| 0.26000 936.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,310,220.84 ROUTE : US 31 CALL ORDER : 501 CONTRACT ID : RS-28414-B COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08432 26400.000 SYS | 1.07000 28248.00| 1.30000 34320.00| MILLING, APPROACH | | | 0014 401-06264 LUMP | 35000.00000 35000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0015 401-07329 27581.000 TON | 35.00000 965335.00| 85.00000 2344385.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm --SMA | | | 0016 406-05520 115.000 TON | 10.00000 1150.00| 200.00000 23000.00| ASPHALT FOR TACK COAT | | | 0017 610-07487 2287.000 TON | 76.21000 174292.27| 69.00000 157803.00| HMA FOR APPROACHES, TYPE B | | | 0018 801-01093 18.000 EACH | 550.00000 9900.00| 700.00000 12600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0019 801-06203 9900.000 LFT | 0.19000 1881.00| 0.01000 99.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 9900.000 LFT | 0.01000 99.00| 0.70000 6930.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 60.000 EACH | 89.00000 5340.00| 120.00000 7200.00| CONSTRUCTION SIGN, A | | | 0022 801-06710 30.000 DAY | 14.00000 420.00| 25.00000 750.00| FLASHING ARROW SIGN | | | 0023 801-06775 LUMP | 973586.11000 973586.11| 120000.00000 120000.00| MAINTAINING TRAFFIC | | | 0024 801-09133 4.000 EACH | 4000.00000 16000.00| 3500.00000 14000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0025 801-92448 180.000 DAY | 1.25000 225.00| 5.00000 900.00| CONSTRUCTION SIGNS, MOBILE | | | 0026 808-03631 114900.000 LFT | 0.38000 43662.00| 0.54000 62046.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0027 808-03632 98800.000 LFT | 0.38000 37544.00| 0.54000 53352.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0028 808-75061 24700.000 LFT | 3.15000 77805.00| 2.90000 71630.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0029 808-75067 320.000 LFT | 15.25000 4880.00| 25.00000 8000.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75071 84.000 EACH | 315.00000 26460.00| 320.00000 26880.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,310,220.84 ROUTE : US 31 CALL ORDER : 501 CONTRACT ID : RS-28414-B COUNTIES : MIAMI LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75073 84.000 EACH | 475.00000 39900.00| 380.00000 31920.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0032 808-75996 1640.000 EACH | 2.37000 3886.80| 4.50000 7380.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 1640.000 EACH | 22.35000 36654.00| 19.45000 31898.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,443,562.00| $ 3,520,253.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,443,562.00| $ 3,520,253.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 505 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,873,106.61 ROUTE : 31 CALL ORDER : 505 CONTRACT ID : RS-28475-B COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,695,351.23 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,883,681.00 106.9872% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4250.00000 4250.00| 6500.00000 6500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1400.00000 11200.00| 2300.00000 18400.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 133500.00000 133500.00| 151190.67000 151190.67| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 2.000 EACH | 200.00000 400.00| 200.00000 400.00| HEADWALL, REMOVE | | | 0008 202-96133 48.000 LFT | 9.50000 456.00| 20.00000 960.00| PIPE, REMOVE | | | 0009 303-01180 3183.000 TON | 20.00000 63660.00| 28.00000 89124.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07491 500.000 TON | 120.00000 60000.00| 120.00000 60000.00| HMA PATCHING, TYPE C | | | 0011 304-07494 376.000 TON | 70.00000 26320.00| 87.00000 32712.00| WIDENING WITH HMA, TYPE C | | | 0012 306-08033 354873.000 SYS | 0.51000 180985.23| 0.25000 88718.25| MILLING, ASPHALT, 1 IN. | | | 0013 306-08043 1147.000 SYS | 1.25000 1433.75| 3.00000 3441.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 505 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,873,106.61 ROUTE : 31 CALL ORDER : 505 CONTRACT ID : RS-28475-B COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08432 14393.000 SYS | 2.50000 35982.50| 1.50000 21589.50| MILLING, APPROACH | | | 0015 401-06264 LUMP | 6000.00000 6000.00| 7500.00000 7500.00| PROFILOGRAPH, HMA | | | 0016 401-07328 29372.000 TON | 63.00000 1850436.00| 68.50000 2011982.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm --PWL | | | 0017 402-07452 200.000 TON | 66.00000 13200.00| 74.00000 14800.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0018 406-05520 123.000 TON | 200.00000 24600.00| 220.00000 27060.00| ASPHALT FOR TACK COAT | | | 0019 610-07488 1187.500 TON | 100.00000 118750.00| 130.00000 154375.00| HMA FOR APPROACHES, TYPE C | | | 0020 615-06525 2.000 EACH | 350.00000 700.00| 550.00000 1100.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 621-01004 1.000 EACH | 820.00000 820.00| 470.00000 470.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06567 2.000 kGAL | 1.25000 2.50| 50.00000 100.00| WATER | | | 0023 621-06626 400.000 SYS | 3.60000 1440.00| 4.00000 1600.00| MULCHED SEEDING, D | | | 0024 715-05233 80.000 LFT | 70.00000 5600.00| 150.00000 12000.00| PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0025 715-07029 2.000 EACH | 900.00000 1800.00| 1000.00000 2000.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 3.3 SFT. | | | 0026 720-44000 2.000 EACH | 350.00000 700.00| 575.00000 1150.00| CASTING, ADJUST TO GRADE | | | 0027 801-06203 11000.000 LFT | 0.25000 2750.00| 1.00000 11000.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 11000.000 LFT | 1.50000 16500.00| 1.15000 12650.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 62.000 EACH | 95.00000 5890.00| 95.00000 5890.00| CONSTRUCTION SIGN, A | | | 0030 801-06710 30.000 DAY | 30.00000 900.00| 25.00000 750.00| FLASHING ARROW SIGN | | | 0031 801-06775 LUMP | 47300.00000 47300.00| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 505 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,873,106.61 ROUTE : 31 CALL ORDER : 505 CONTRACT ID : RS-28475-B COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 802-02475 4.000 EACH | 105.00000 420.00| 105.00000 420.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0033 802-76055 51.000 LFT | 16.00000 816.00| 15.50000 790.50| SIGN POST, A | | | 0034 805-78470 2785.000 LFT | 0.55000 1531.75| 0.52000 1448.20| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0035 805-78510 287.500 LFT | 2.10000 603.75| 2.05000 589.38| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0036 805-78795 920.000 LFT | 7.00000 6440.00| 6.60000 6072.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 805-92951 8.000 EACH | 160.00000 1280.00| 155.00000 1240.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0038 808-06713 99000.000 LFT | 0.13000 12870.00| 0.13000 12870.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0039 808-06714 87000.000 LFT | 0.13000 11310.00| 0.13000 11310.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0040 808-75001 22000.000 LFT | 0.16000 3520.00| 0.16000 3520.00| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0041 808-75008 1700.000 LFT | 0.26000 442.00| 0.25000 425.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0042 808-75072 1100.000 LFT | 2.10000 2310.00| 2.05000 2255.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0043 808-75297 290.000 LFT | 5.25000 1522.50| 5.00000 1450.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0044 808-75320 47.000 EACH | 70.00000 3290.00| 66.00000 3102.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 21.000 EACH | 90.00000 1890.00| 86.00000 1806.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75340 4.000 EACH | 425.00000 1700.00| 400.00000 1600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0047 808-75996 1115.000 EACH | 7.50000 8362.50| 4.50000 5017.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 1115.000 EACH | 19.25000 21463.75| 20.00000 22300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,695,351.23| $ 2,883,681.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,695,351.23| $ 2,883,681.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,460.76 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : RS-28587-A COUNTIES : ALLEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,493,779.52 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,687,909.34 112.9959% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 2000.00000 8000.00| 1720.00000 6880.00| FIELD OFFICE, B | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 80.00000 160.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 60.00000 480.00| 36.00000 288.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 74000.00000 74000.00| 84350.00000 84350.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 1040.000 SYS | 7.00000 7280.00| 7.95000 8268.00| PAVEMENT REMOVAL | | | 0009 202-90277 17.000 EACH | 260.00000 4420.00| 200.00000 3400.00| DETECTOR HOUSING, REMOVE | | | 0010 202-93741 18.000 EACH | 200.00000 3600.00| 130.00000 2340.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02070 100.000 CYS | 9.00000 900.00| 0.01000 1.00| BORROW | | | 0012 203-90014 15.000 STA | 600.00000 9000.00| 650.00000 9750.00| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,460.76 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : RS-28587-A COUNTIES : ALLEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 745.000 TON | 18.00000 13410.00| 15.50000 11547.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-07449 2890.000 TON | 17.00000 49130.00| 4.00000 11560.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 100.000 TON | 100.00000 10000.00| 90.00000 9000.00| HMA PATCHING, TYPE C | | | 0016 304-07494 1246.000 TON | 30.00000 37380.00| 25.00000 31150.00| WIDENING WITH HMA, TYPE C | | | 0017 306-08034 200619.000 SYS | 0.20000 40123.80| 0.01000 2006.19| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08432 4840.000 SYS | 0.01000 48.40| 0.01000 48.40| MILLING, APPROACH | | | 0019 401-06264 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0020 401-07329 16132.000 TON | 47.00000 758204.00| 25.00000 403300.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm --PWL | | | 0021 402-07452 993.000 TON | 55.00000 54615.00| 53.00000 52629.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0022 406-05520 51.000 TON | 100.00000 5100.00| 1.00000 51.00| ASPHALT FOR TACK COAT | | | 0023 601-94689 14.000 EACH | 3100.00000 43400.00| 2300.00000 32200.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 4.000 EACH | 4300.00000 17200.00| 3800.00000 15200.00| GUARDRAIL END TREATMENT, MS | | | 0025 606-07484 91126.000 LFT | 0.14000 12757.64| 0.01000 911.26| MILLED HMA SHOULDER CORRUGATIONS | | | 0026 610-07486 403.000 TON | 23.00000 9269.00| 25.00000 10075.00| HMA FOR APPROACHES, TYPE A | | | 0030 720-44000 1.000 EACH | 300.00000 300.00| 415.00000 415.00| CASTING, ADJUST TO GRADE | | | 0031 725-08079 148.000 LFT | 400.00000 59200.00| 375.00000 55500.00| PIPE LINER, THERMOPLASTIC, AREA 14.7 | | | SFT. | | | 0032 801-06203 9261.000 LFT | 0.55000 5093.55| 0.01000 92.61| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 9261.000 LFT | 1.00000 9261.00| 0.01000 92.61| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 48.000 EACH | 85.00000 4080.00| 113.00000 5424.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,460.76 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : RS-28587-A COUNTIES : ALLEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 801-06710 30.000 DAY | 19.00000 570.00| 10.00000 300.00| FLASHING ARROW SIGN | | | 0036 801-06775 LUMP | 48000.00000 48000.00| 726790.00000 726790.00| MAINTAINING TRAFFIC | | | 0037 801-92448 360.000 DAY | 1.25000 450.00| 1.00000 360.00| CONSTRUCTION SIGNS, MOBILE | | | 0038 805-02503 6960.000 LFT | 0.21000 1461.60| 0.25000 1740.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0039 805-78785 17.000 EACH | 410.00000 6970.00| 475.00000 8075.00| SIGNAL DETECTOR HOUSING | | | 0040 805-78795 2615.000 LFT | 10.22000 26725.30| 9.00000 23535.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 808-03631 64878.000 LFT | 0.38500 24978.03| 0.33000 21409.74| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0042 808-03632 53687.000 LFT | 0.38500 20669.50| 0.33000 17716.71| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0043 808-06711 405.000 LFT | 0.26000 105.30| 0.29000 117.45| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0044 808-06713 1800.000 LFT | 0.26000 468.00| 0.29000 522.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 1800.000 LFT | 0.26000 468.00| 0.29000 522.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-06723 5.000 EACH | 45.00000 225.00| 84.00000 420.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0047 808-06724 5.000 EACH | 65.00000 325.00| 89.00000 445.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0048 808-06726 72.000 LFT | 3.75000 270.00| 9.60000 691.20| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0049 808-74805 466.000 LFT | 9.00000 4194.00| 12.75000 5941.50| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0050 808-74807 31.000 EACH | 95.00000 2945.00| 91.35000 2831.85| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0051 808-74808 22.000 EACH | 140.00000 3080.00| 96.15000 2115.30| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,460.76 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : RS-28587-A COUNTIES : ALLEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-75051 17827.000 LFT | 2.50000 44567.50| 0.01000 178.27| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0053 808-75061 14550.000 LFT | 3.15000 45832.50| 6.45000 93847.50| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0054 808-75996 722.000 EACH | 6.00000 4332.00| 2.50000 1805.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 807.000 EACH | 18.20000 14687.40| 14.75000 11903.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,493,779.52| $ 1,687,909.34| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,493,779.52| $ 1,687,909.34| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,326.05 ROUTE : 30 CALL ORDER : 521 CONTRACT ID : RS-28590-A COUNTIES : KOSCIUSKO WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,248,833.90 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,402,051.71 112.2689% 3 35-0997978 PHEND & BROWN, INC. $ 1,558,407.77 124.7890% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 96.00000 96.00| 80.00000 80.00| 250.00000 250.00 RADIO | | | 0002 105-07039 6.000 MOS | 900.00000 5400.00| 1530.00000 9180.00| 1900.00000 11400.00 FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 96.00000 96.00| 80.00000 80.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 120.00000 720.00| 36.00000 216.00| 150.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 120.00000 720.00| 36.00000 216.00| 150.00000 900.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 62000.00000 62000.00| 70100.00000 70100.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-90277 5.000 EACH | 100.00000 500.00| 320.00000 1600.00| 320.00000 1600.00 DETECTOR HOUSING, REMOVE | | | 0012 202-93741 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 740.00000 1480.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,326.05 ROUTE : 30 CALL ORDER : 521 CONTRACT ID : RS-28590-A COUNTIES : KOSCIUSKO WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 240.000 TON | 5.00000 1200.00| 4.00000 960.00| 28.00000 6720.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07491 961.000 TON | 100.00000 96100.00| 65.00000 62465.00| 90.00000 86490.00 HMA PATCHING, TYPE C | | | 0015 306-08034 166202.000 SYS | 0.40000 66480.80| 0.01000 1662.02| 0.83000 137947.66 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08432 3078.000 SYS | 0.01000 30.78| 0.01000 30.78| 1.85000 5694.30 MILLING, APPROACH | | | 0017 401-06264 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0018 401-07330 13712.000 TON | 56.00000 767872.00| 25.00000 342800.00| 62.00000 850144.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0019 406-05520 43.000 TON | 10.00000 430.00| 1.00000 43.00| 220.00000 9460.00 ASPHALT FOR TACK COAT | | | 0020 507-07479 81.000 TON | 70.00000 5670.00| 120.00000 9720.00| 90.00000 7290.00 HMA PARTIAL DEPTH PATCH | | | 0021 601-94689 2.000 EACH | 4000.00000 8000.00| 3300.00000 6600.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0022 606-07484 47204.000 LFT | 0.20000 9440.80| 0.01000 472.04| 0.18000 8496.72 MILLED HMA SHOULDER CORRUGATIONS | | | 0023 610-07486 254.000 TON | 45.00000 11430.00| 67.00000 17018.00| 80.00000 20320.00 HMA FOR APPROACHES, TYPE A | | | 0024 801-01093 8.000 EACH | 525.00000 4200.00| 525.00000 4200.00| 520.00000 4160.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0025 801-06203 2485.000 LFT | 0.30000 745.50| 0.01000 24.85| 0.37000 919.45 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06640 28.000 EACH | 85.00000 2380.00| 85.00000 2380.00| 124.00000 3472.00 CONSTRUCTION SIGN, A | | | 0028 801-06710 60.000 DAY | 14.00000 840.00| 10.00000 600.00| 19.00000 1140.00 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP | 25000.00000 25000.00| 611710.00000 611710.00| 69500.00000 69500.00 MAINTAINING TRAFFIC | | | 0030 801-92448 360.000 DAY | 1.00000 360.00| 1.25000 450.00| 2.00000 720.00 CONSTRUCTION SIGNS, MOBILE | | | 0031 805-78470 2425.000 LFT | 0.60000 1455.00| 0.60000 1455.00| 0.60000 1455.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78785 6.000 EACH | 100.00000 600.00| 550.00000 3300.00| 550.00000 3300.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,326.05 ROUTE : 30 CALL ORDER : 521 CONTRACT ID : RS-28590-A COUNTIES : KOSCIUSKO WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 805-78795 806.000 LFT | 8.50000 6851.00| 8.50000 6851.00| 8.50000 6851.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 808-03631 48690.000 LFT | 0.38000 18502.20| 0.38000 18502.20| 0.21000 10224.90 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 49579.000 LFT | 0.38000 18840.02| 0.38000 18840.02| 0.21000 10411.59 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-74805 192.000 LFT | 10.65000 2044.80| 10.65000 2044.80| 12.15000 2332.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0037 808-74807 14.000 EACH | 110.00000 1540.00| 110.00000 1540.00| 150.00000 2100.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0038 808-74808 14.000 EACH | 160.00000 2240.00| 160.00000 2240.00| 160.00000 2240.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0039 808-75051 10745.000 LFT | 1.00000 10745.00| 2.70000 29011.50| 0.01000 107.45 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0040 808-75059 11216.000 LFT | 1.50000 16824.00| 2.70000 30283.20| 5.60000 62809.60 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0041 808-75996 1239.000 EACH | 1.00000 1239.00| 2.30000 2849.70| 3.60000 4460.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1239.000 EACH | 5.00000 6195.00| 15.50000 19204.50| 1.00000 1239.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 105-06845 LUMP | 3400.00000 3400.00| 5000.00000 5000.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0044 202-02637 261.000 LFT | 14.00000 3654.00| 20.00000 5220.00| 23.00000 6003.00 PIPE, ABANDON AND GROUT FILL | | | 0045 202-96133 50.000 LFT | 30.00000 1500.00| 10.00000 500.00| 50.00000 2500.00 PIPE, REMOVE | | | 0046 203-90014 1.400 STA | 1500.00000 2100.00| 5000.00000 7000.00| 4400.00000 6160.00 LINEAR GRADING | | | 0047 205-06931 16.000 TON | 32.00000 512.00| 42.00000 672.00| 61.00000 976.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0048 616-02320 323.000 SYS | 1.00000 323.00| 2.70000 872.10| 5.30000 1711.90 GEOTEXTILES | | | 0049 616-06405 12.000 TON | 29.00000 348.00| 32.00000 384.00| 51.00000 612.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,548,326.05 ROUTE : 30 CALL ORDER : 521 CONTRACT ID : RS-28590-A COUNTIES : KOSCIUSKO WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 616-06451 185.000 TON | 29.00000 5365.00| 34.00000 6290.00| 51.00000 9435.00 RIPRAP, UNIFORM | | | 0051 715-46030 2.000 EACH | 800.00000 1600.00| 490.00000 980.00| 740.00000 1480.00 PIPE END SECTION, 30 IN. | | | 0052 716-07634 260.000 LFT | 264.00000 68640.00| 330.00000 85800.00| 324.00000 84240.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | SECTION TOTALS | $ 1,248,833.90| $ 1,402,051.71| $ 1,558,407.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,248,833.90| $ 1,402,051.71| $ 1,558,407.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,622,751.15 ROUTE : SR 18 CALL ORDER : 531 CONTRACT ID : RS-28593-A COUNTIES : JAY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 2,433,560.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,885,546.00 118.5730% ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 1600.00000 14400.00| 1600.00000 14400.00| FIELD OFFICE, B | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 79.97000 159.94| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 50.00000 300.00| 35.99000 215.94| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 116777.00000 116777.00| 144000.00000 144000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02271 9.000 EACH | 328.21000 2953.89| 231.83000 2086.47| HEADWALL, REMOVE | | | 0010 203-90014 109.000 STA | 276.93000 30185.37| 522.39000 56940.51| LINEAR GRADING | | | 0011 213-04324 22.000 CYS | 90.00000 1980.00| 99.57000 2190.54| FLOWABLE FILL | | | 0012 301-07448 2740.000 TON | 12.41000 34003.40| 15.00000 41100.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,622,751.15 ROUTE : SR 18 CALL ORDER : 531 CONTRACT ID : RS-28593-A COUNTIES : JAY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-07449 6000.000 TON | 12.10000 72600.00| 5.00000 30000.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 3849.000 TON | 81.67000 314347.83| 81.14000 312307.86| HMA PATCHING, TYPE B | | | 0015 304-07492 1100.000 TON | 51.85000 57035.00| 46.83000 51513.00| WIDENING WITH HMA, TYPE A | | | 0016 306-08034 141718.000 SYS | 0.29000 41098.22| 0.65000 92116.70| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 9240.000 SYS | 0.01000 92.40| 0.01000 92.40| MILLING, TRANSITION | | | 0018 306-08432 6564.000 SYS | 0.01000 65.64| 0.01000 65.64| MILLING, APPROACH | | | 0019 401-06264 LUMP | 6400.00000 6400.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0020 401-07328 12750.000 TON | 38.60000 492150.00| 48.00000 612000.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07398 20900.000 TON | 34.24000 715616.00| 39.00000 815100.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0022 402-07432 645.000 TON | 51.55000 33249.75| 48.06000 30998.70| HMA SURFACE, TYPE A | | | 0023 402-07435 1065.000 TON | 44.45000 47339.25| 40.77000 43420.05| HMA INTERMEDIATE, TYPE A | | | 0024 402-07451 700.000 TON | 47.27000 33089.00| 52.73000 36911.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0025 406-05520 90.000 TON | 1.00000 90.00| 10.00000 900.00| ASPHALT FOR TACK COAT | | | 0026 608-04395 130.000 TON | 35.00000 4550.00| 95.67000 12437.10| AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-07486 1352.000 TON | 58.96000 79713.92| 58.44000 79010.88| HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 9.000 EACH | 130.00000 1170.00| 185.00000 1665.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 611-08232 34.000 EACH | 130.00000 4420.00| 146.61000 4984.74| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0030 612-04315 34.100 TON | 1334.00000 45489.40| 1334.00000 45489.40| ASPHALT MATERIAL FOR UNDERSEAL | | | 0031 612-05081 1.000 EACH | 5000.00000 5000.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,622,751.15 ROUTE : SR 18 CALL ORDER : 531 CONTRACT ID : RS-28593-A COUNTIES : JAY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 612-60410 480.000 EACH | 8.00000 3840.00| 8.00000 3840.00| DRILLED HOLE FOR UNDERSEAL | | | 0033 615-06520 2.000 EACH | 475.00000 950.00| 335.37000 670.74| MONUMENT, RE-ESTABLISH | | | 0034 615-06527 17.000 EACH | 125.00000 2125.00| 440.00000 7480.00| MONUMENT, SECTION CORNER | | | 0035 616-02320 624.000 SYS | 3.78000 2358.72| 3.15000 1965.60| GEOTEXTILES | | | 0036 616-06405 484.000 TON | 23.03000 11146.52| 30.31000 14670.04| RIPRAP, REVETMENT | | | 0037 715-05049 10.000 LFT | 41.64000 416.40| 31.70000 317.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05119 104.000 LFT | 49.44000 5141.76| 108.76000 11311.04| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05595 9.000 LFT | 110.33000 992.97| 149.34000 1344.06| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0041 715-05596 6.000 LFT | 152.91000 917.46| 154.17000 925.02| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0042 715-05889 6.000 LFT | 167.44000 1004.64| 229.10000 1374.60| PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0043 715-08305 23.100 TON | 78.46000 1812.43| 89.45000 2066.30| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 715-46000 1.000 EACH | 339.05000 339.05| 392.60000 392.60| PIPE END SECTION, 12 IN. | | | 0045 715-46005 8.000 EACH | 370.79000 2966.32| 422.61000 3380.88| PIPE END SECTION, 15 IN. | | | 0046 715-46010 2.000 EACH | 409.13000 818.26| 427.21000 854.42| PIPE END SECTION, 18 IN. | | | 0047 715-46030 3.000 EACH | 661.91000 1985.73| 691.63000 2074.89| PIPE END SECTION, 30 IN. | | | 0048 720-44000 2.000 EACH | 400.00000 800.00| 501.69000 1003.38| CASTING, ADJUST TO GRADE | | | 0049 801-06203 10575.000 LFT | 0.30000 3172.50| 0.17000 1797.75| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 5290.000 LFT | 0.70000 3703.00| 0.81000 4284.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 32.000 EACH | 91.50000 2928.00| 91.50000 2928.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,622,751.15 ROUTE : SR 18 CALL ORDER : 531 CONTRACT ID : RS-28593-A COUNTIES : JAY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-06775 LUMP | 119775.00000 119775.00| 264346.82000 264346.82| MAINTAINING TRAFFIC | | | 0053 801-92448 300.000 DAY | 1.00000 300.00| 1.35000 405.00| CONSTRUCTION SIGNS, MOBILE | | | 0054 804-06771 50.000 EACH | 28.00000 1400.00| 34.00000 1700.00| DELINEATOR POST, FLEXIBLE | | | 0055 808-06712 11896.000 LFT | 0.13000 1546.48| 0.13000 1546.48| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0056 808-06713 105888.000 LFT | 0.13000 13765.44| 0.13000 13765.44| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 23366.000 LFT | 0.13000 3037.58| 0.13000 3037.58| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75297 61.000 LFT | 5.70000 347.70| 5.70000 347.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75320 1.000 EACH | 120.00000 120.00| 120.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 1.000 EACH | 170.00000 170.00| 170.00000 170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75996 903.000 EACH | 3.00000 2709.00| 2.43000 2194.29| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 903.000 EACH | 17.45000 15757.35| 17.45000 15757.35| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-97323 144.000 LFT | 5.30000 763.20| 5.30000 763.20| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0064 202-93741 6.000 EACH | 250.00000 1500.00| 175.00000 1050.00| GUARD RAIL END TREATMENT, REMOVE | | | 0065 202-02241 310.000 LFT | 3.00000 930.00| 3.25000 1007.50| GUARDRAIL, REMOVE | | | 0066 601-01846 2.000 EACH | 1800.00000 3600.00| 1725.00000 3450.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0067 601-06854 4.000 EACH | 2400.00000 9600.00| 2725.00000 10900.00| GUARDRAIL, W-BEAM, NESTED | | | 0068 601-94689 12.000 EACH | 2600.00000 31200.00| 2275.00000 27300.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,622,751.15 ROUTE : SR 18 CALL ORDER : 531 CONTRACT ID : RS-28593-A COUNTIES : JAY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 601-99105 1525.000 LFT | 16.00000 24400.00| 15.75000 24018.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0070 802-91122 4.000 EACH | 85.00000 340.00| 85.00000 340.00| SIGN, GROUND MOUNTED, RESET | | | 0071 802-05704 56.000 LFT | 10.00000 560.00| 9.55000 534.80| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 2,433,560.58| $ 2,885,546.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,433,560.58| $ 2,885,546.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,529,984.59 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,587,999.19 103.7918% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,710,392.94 111.7915% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,754,782.75 114.6928% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 250.00000 250.00| 90.00000 90.00| 170.00000 170.00 RADIO | | | 0002 105-07039 6.000 MOS | 600.00000 3600.00| 1530.00000 9180.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 255.00000 255.00| 90.00000 90.00| 220.00000 220.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 55.00000 330.00| 80.00000 480.00| 170.00000 1020.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 45.00000 270.00| 80.00000 480.00| 110.00000 660.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 75000.00000 75000.00| 79000.00000 79000.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-90277 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 320.00000 3200.00 DETECTOR HOUSING, REMOVE | | | 0011 202-93741 8.000 EACH | 250.00000 2000.00| 200.00000 1600.00| 250.00000 2000.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-90014 31.000 STA | 300.00000 9300.00| 750.00000 23250.00| 1800.00000 55800.00 LINEAR GRADING | | | 0013 301-07448 470.000 TON | 26.50000 12455.00| 27.00000 12690.00| 20.50000 9635.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-01180 1500.000 TON | 26.50000 39750.00| 21.15000 31725.00| 17.75000 26625.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07490 530.000 TON | 150.00000 79500.00| 90.00000 47700.00| 120.00000 63600.00 HMA PATCHING, TYPE B | | | 0016 304-07492 390.000 TON | 65.00000 25350.00| 95.00000 37050.00| 82.50000 32175.00 WIDENING WITH HMA, TYPE A | | | 0017 306-08033 187500.000 SYS | 0.60000 112500.00| 0.48000 90000.00| 0.60000 112500.00 MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 1200.000 SYS | 0.60000 720.00| 2.65000 3180.00| 1.40000 1680.00 MILLING, TRANSITION | | | 0019 306-08432 27900.000 SYS | 0.10000 2790.00| 0.01000 279.00| 1.40000 39060.00 MILLING, APPROACH | | | 0020 401-06264 LUMP | 6000.00000 6000.00| 5800.00000 5800.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0021 401-07328 10455.000 TON | 52.00000 543660.00| 53.25000 556728.75| 55.00000 575025.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0022 402-07432 5140.000 TON | 43.00000 221020.00| 48.25000 248005.00| 48.00000 246720.00 HMA SURFACE, TYPE A | | | 0023 406-05520 55.000 TON | 276.00000 15180.00| 0.05000 2.75| 1.00000 55.00 ASPHALT FOR TACK COAT | | | 0024 507-07479 50.000 TON | 200.00000 10000.00| 150.00000 7500.00| 160.00000 8000.00 HMA PARTIAL DEPTH PATCH | | | 0025 601-08433 2.000 EACH | 700.00000 1400.00| 1100.00000 2200.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0026 601-08434 2.000 EACH | 700.00000 1400.00| 1300.00000 2600.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0027 601-94689 8.000 EACH | 3100.00000 24800.00| 3800.00000 30400.00| 2600.00000 20800.00 GUARDRAIL END TREATMENT, OS | | | 0028 610-07486 2900.000 TON | 62.00000 179800.00| 35.86000 103994.00| 70.00000 203000.00 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 10.000 EACH | 190.00000 1900.00| 155.00000 1550.00| 190.00000 1900.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 611-08232 20.000 EACH | 210.00000 4200.00| 120.00000 2400.00| 210.00000 4200.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 612-04315 16.000 TON | 1420.00000 22720.00| 1420.00000 22720.00| 1300.00000 20800.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-05081 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| 2900.00000 2900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0033 612-60410 255.000 EACH | 12.00000 3060.00| 12.00000 3060.00| 11.25000 2868.75 DRILLED HOLE FOR UNDERSEAL | | | 0034 615-06520 2.000 EACH | 285.00000 570.00| 400.00000 800.00| 850.00000 1700.00 MONUMENT, RE-ESTABLISH | | | 0035 720-44000 10.000 EACH | 439.00000 4390.00| 455.00000 4550.00| 280.00000 2800.00 CASTING, ADJUST TO GRADE | | | 0036 801-06203 9500.000 LFT | 0.05000 475.00| 0.30000 2850.00| 0.25000 2375.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 9500.000 LFT | 0.10000 950.00| 0.83000 7885.00| 0.85000 8075.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 42.000 EACH | 128.00000 5376.00| 136.00000 5712.00| 140.00000 5880.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 20000.00000 20000.00| 136080.00000 136080.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0040 801-92448 360.000 DAY | 3.00000 1080.00| 30.00000 10800.00| 2.40000 864.00 CONSTRUCTION SIGNS, MOBILE | | | 0041 802-05704 14.000 LFT | 16.15000 226.10| 9.00000 126.00| 16.25000 227.50 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0042 802-05705 28.000 LFT | 11.10000 310.80| 10.00000 280.00| 11.00000 308.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-91122 3.000 EACH | 75.00000 225.00| 90.00000 270.00| 75.00000 225.00 SIGN, GROUND MOUNTED, RESET | | | 0044 805-78470 4500.000 LFT | 0.25000 1125.00| 0.25000 1125.00| 0.60000 2700.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-78785 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| 550.00000 2200.00 SIGNAL DETECTOR HOUSING | | | 0046 805-78795 1400.000 LFT | 7.00000 9800.00| 7.00000 9800.00| 8.40000 11760.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0047 808-03631 90100.000 LFT | 0.31000 27931.00| 0.31000 27931.00| 0.30000 27030.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0048 808-03632 23500.000 LFT | 0.31000 7285.00| 0.31000 7285.00| 0.30000 7050.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-04896 7690.000 LFT | 0.31000 2383.90| 0.31000 2383.90| 0.30000 2307.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0050 808-07310 975.000 LFT | 4.65000 4533.75| 4.65000 4533.75| 4.65000 4533.75 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0051 808-74805 280.000 LFT | 12.15000 3402.00| 12.15000 3402.00| 12.25000 3430.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0052 808-74807 15.000 EACH | 151.50000 2272.50| 151.50000 2272.50| 150.00000 2250.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0053 808-74808 14.000 EACH | 158.50000 2219.00| 158.50000 2219.00| 160.00000 2240.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0054 808-75078 344.000 LFT | 0.01000 3.44| 0.01000 3.44| 0.01000 3.44 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0055 808-75996 1000.000 EACH | 5.00000 5000.00| 4.50000 4500.00| 3.70000 3700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1000.000 EACH | 17.20000 17200.00| 14.75000 14750.00| 17.75000 17750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 808-94455 170.000 LFT | 3.35000 569.50| 3.35000 569.50| 3.35000 569.50 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0058 808-98000 8440.000 LFT | 0.44000 3713.60| 0.44000 3713.60| 0.45000 3798.00 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0060 615-06505 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 600.00000 600.00 MONUMENT, B | | | 0061 720-06525 6.000 EACH | 380.00000 2280.00| 500.00000 3000.00| 600.00000 3600.00 CASTING, ADJUST TO GRADE, MONUMENT | | | SECTION TOTALS | $ 1,529,984.59| $ 1,587,999.19| $ 1,710,392.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,529,984.59| $ 1,587,999.19| $ 1,710,392.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 100.00000 100.00| | RADIO | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| | FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 50.00000 300.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 25.00000 150.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 85000.00000 85000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-90277 10.000 EACH | 240.00000 2400.00| | DETECTOR HOUSING, REMOVE | | | 0011 202-93741 8.000 EACH | 300.00000 2400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-90014 31.000 STA | 225.00000 6975.00| | LINEAR GRADING | | | 0013 301-07448 470.000 TON | 5.50000 2585.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-01180 1500.000 TON | 13.20000 19800.00| | COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07490 530.000 TON | 100.00000 53000.00| | HMA PATCHING, TYPE B | | | 0016 304-07492 390.000 TON | 100.00000 39000.00| | WIDENING WITH HMA, TYPE A | | | 0017 306-08033 187500.000 SYS | 0.50000 93750.00| | MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 1200.000 SYS | 0.50000 600.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08432 27900.000 SYS | 1.00000 27900.00| | MILLING, APPROACH | | | 0020 401-06264 LUMP | 31500.00000 31500.00| | PROFILOGRAPH, HMA | | | 0021 401-07328 10455.000 TON | 55.00000 575025.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0022 402-07432 5140.000 TON | 55.00000 282700.00| | HMA SURFACE, TYPE A | | | 0023 406-05520 55.000 TON | 0.01000 0.55| | ASPHALT FOR TACK COAT | | | 0024 507-07479 50.000 TON | 115.00000 5750.00| | HMA PARTIAL DEPTH PATCH | | | 0025 601-08433 2.000 EACH | 800.00000 1600.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0026 601-08434 2.000 EACH | 800.00000 1600.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0027 601-94689 8.000 EACH | 3000.00000 24000.00| | GUARDRAIL END TREATMENT, OS | | | 0028 610-07486 2900.000 TON | 80.00000 232000.00| | HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 10.000 EACH | 225.00000 2250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 611-08232 20.000 EACH | 250.00000 5000.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0031 612-04315 16.000 TON | 1700.00000 27200.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-05081 1.000 EACH | 3600.00000 3600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0033 612-60410 255.000 EACH | 14.40000 3672.00| | DRILLED HOLE FOR UNDERSEAL | | | 0034 615-06520 2.000 EACH | 1000.00000 2000.00| | MONUMENT, RE-ESTABLISH | | | 0035 720-44000 10.000 EACH | 250.00000 2500.00| | CASTING, ADJUST TO GRADE | | | 0036 801-06203 9500.000 LFT | 0.25000 2375.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06207 9500.000 LFT | 1.45000 13775.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 42.000 EACH | 160.00000 6720.00| | CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0040 801-92448 360.000 DAY | 3.00000 1080.00| | CONSTRUCTION SIGNS, MOBILE | | | 0041 802-05704 14.000 LFT | 10.00000 140.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0042 802-05705 28.000 LFT | 12.00000 336.00| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-91122 3.000 EACH | 108.00000 324.00| | SIGN, GROUND MOUNTED, RESET | | | 0044 805-78470 4500.000 LFT | 0.30000 1350.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-78785 4.000 EACH | 500.00000 2000.00| | SIGNAL DETECTOR HOUSING | | | 0046 805-78795 1400.000 LFT | 8.00000 11200.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0047 808-03631 90100.000 LFT | 0.40000 36040.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0048 808-03632 23500.000 LFT | 0.40000 9400.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0049 808-04896 7690.000 LFT | 0.40000 3076.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0050 808-07310 975.000 LFT | 6.00000 5850.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0051 808-74805 280.000 LFT | 12.00000 3360.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0052 808-74807 15.000 EACH | 115.00000 1725.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0053 808-74808 14.000 EACH | 175.00000 2450.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 541 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,655,694.54 ROUTE : SR 15 CALL ORDER : 541 CONTRACT ID : RS-28600-A COUNTIES : ELKHART LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 808-75078 344.000 LFT | 1.80000 619.20| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0055 808-75996 1000.000 EACH | 8.00000 8000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1000.000 EACH | 20.00000 20000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 808-94455 170.000 LFT | 3.00000 510.00| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0058 808-98000 8440.000 LFT | 0.80000 6752.00| | LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0060 615-06505 1.000 EACH | 720.00000 720.00| | MONUMENT, B | | | 0061 720-06525 6.000 EACH | 720.00000 4320.00| | CASTING, ADJUST TO GRADE, MONUMENT | | | SECTION TOTALS | $ 1,754,782.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,754,782.75| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,487,025.58 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : RS-28601-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/24/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,209,398.84 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,247,296.64 103.1336% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,336,514.70 110.5107% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 2110.00000 2110.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 250.00000 1500.00| 80.00000 480.00| 170.00000 1020.00 RADIO | | | 0003 105-07039 6.000 MOS | 600.00000 3600.00| 1530.00000 9180.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0004 105-08520 2.000 EACH | 255.00000 510.00| 80.00000 160.00| 220.00000 440.00 CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 6.000 MOS | 55.00000 330.00| 80.00000 480.00| 170.00000 1020.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 6.000 MOS | 45.00000 270.00| 80.00000 480.00| 110.00000 660.00 RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 40000.00000 40000.00| 62000.00000 62000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-90277 4.000 EACH | 320.00000 1280.00| 300.00000 1200.00| 300.00000 1200.00 DETECTOR HOUSING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,487,025.58 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : RS-28601-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-93741 8.000 EACH | 225.00000 1800.00| 225.00000 1800.00| 280.00000 2240.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-90014 4.000 STA | 650.00000 2600.00| 1525.00000 6100.00| 3000.00000 12000.00 LINEAR GRADING | | | 0016 301-07448 50.000 TON | 45.00000 2250.00| 34.00000 1700.00| 35.50000 1775.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 691.000 TON | 45.00000 31095.00| 42.50000 29367.50| 17.75000 12265.25 COMPACTED AGGREGATE, NO. 53 | | | 0018 304-07490 670.000 TON | 150.00000 100500.00| 96.60000 64722.00| 83.25000 55777.50 HMA PATCHING, TYPE B | | | 0019 306-08034 25590.000 SYS | 0.50000 12795.00| 0.50000 12795.00| 1.20000 30708.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08042 129550.000 SYS | 0.50000 64775.00| 0.39000 50524.50| 1.40000 181370.00 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 1340.000 SYS | 0.50000 670.00| 2.60000 3484.00| 1.25000 1675.00 MILLING, TRANSITION | | | 0022 306-08432 7400.000 SYS | 0.50000 3700.00| 0.01000 74.00| 1.65000 12210.00 MILLING, APPROACH | | | 0023 401-06264 LUMP | 6500.00000 6500.00| 5600.00000 5600.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0024 401-07328 9700.000 TON | 50.00000 485000.00| 55.00000 533500.00| 48.00000 465600.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0025 401-07334 1670.000 TON | 53.00000 88510.00| 58.70000 98029.00| 58.00000 96860.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0026 402-07432 1553.000 TON | 48.50000 75320.50| 52.20000 81066.60| 48.00000 74544.00 HMA SURFACE, TYPE A | | | 0027 406-05520 41.000 TON | 276.00000 11316.00| 0.05000 2.05| 1.00000 41.00 ASPHALT FOR TACK COAT | | | 0028 507-07479 50.000 TON | 200.00000 10000.00| 150.00000 7500.00| 160.00000 8000.00 HMA PARTIAL DEPTH PATCH | | | 0029 601-94689 8.000 EACH | 3000.00000 24000.00| 3800.00000 30400.00| 2600.00000 20800.00 GUARDRAIL END TREATMENT, OS | | | 0031 605-06144 6.000 LFT | 100.00000 600.00| 79.17000 475.02| 390.00000 2340.00 CURB AND GUTTER, A, CONCRETE Repair at | | | South Syracuse | | | 0032 610-07486 680.000 TON | 75.00000 51000.00| 36.11000 24554.80| 70.25000 47770.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-08232 10.000 EACH | 165.00000 1650.00| 120.00000 1200.00| 220.00000 2200.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,487,025.58 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : RS-28601-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 612-04315 10.000 TON | 1301.00000 13010.00| 1301.00000 13010.00| 1.20000 12.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0035 612-05081 1.000 EACH | 5000.00000 5000.00| 5000.00000 5000.00| 4.80000 4.80 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0036 612-60410 141.000 EACH | 8.10000 1142.10| 8.10000 1142.10| 0.77000 108.57 DRILLED HOLE FOR UNDERSEAL | | | 0037 615-06520 5.000 EACH | 200.00000 1000.00| 500.00000 2500.00| 710.00000 3550.00 MONUMENT, RE-ESTABLISH | | | 0038 615-06527 6.000 EACH | 200.00000 1200.00| 375.00000 2250.00| 500.00000 3000.00 MONUMENT, SECTION CORNER | | | 0039 621-06574 100.000 SYS | 28.75000 2875.00| 28.75000 2875.00| 28.75000 2875.00 SODDING | | | 0040 715-05118 490.000 LFT | 50.00000 24500.00| 25.00000 12250.00| 35.75000 17517.50 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0041 720-44000 2.000 EACH | 250.00000 500.00| 325.00000 650.00| 500.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0042 720-45085 2.000 EACH | 3000.00000 6000.00| 2400.00000 4800.00| 2200.00000 4400.00 INLET, T14 | | | 0043 801-06203 8138.000 LFT | 0.05000 406.90| 0.32000 2604.16| 1.40000 11393.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 8138.000 LFT | 0.10000 813.80| 0.90000 7324.20| 0.85000 6917.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 46.000 EACH | 124.00000 5704.00| 136.00000 6256.00| 140.00000 6440.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 5000.00000 5000.00| 45130.00000 45130.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0047 801-92448 340.000 DAY | 3.00000 1020.00| 23.00000 7820.00| 2.40000 816.00 CONSTRUCTION SIGNS, MOBILE | | | 0048 802-76055 24.000 LFT | 6.00000 144.00| 7.00000 168.00| 6.00000 144.00 SIGN POST, A | | | 0049 802-91122 1.000 EACH | 250.00000 250.00| 90.00000 90.00| 75.00000 75.00 SIGN, GROUND MOUNTED, RESET | | | 0050 805-78470 12400.000 LFT | 0.40000 4960.00| 0.25000 3100.00| 0.25000 3100.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0051 805-78785 4.000 EACH | 550.00000 2200.00| 475.00000 1900.00| 480.00000 1920.00 SIGNAL DETECTOR HOUSING | | | 0052 805-78795 4000.000 LFT | 8.50000 34000.00| 7.00000 28000.00| 7.00000 28000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,487,025.58 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : RS-28601-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-03631 88138.000 LFT | 0.40000 35255.20| 0.40000 35255.20| 0.40000 35255.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0054 808-03632 15105.000 LFT | 0.40000 6042.00| 0.40000 6042.00| 0.40000 6042.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0055 808-04896 26943.000 LFT | 0.01000 269.43| 0.01000 269.43| 0.01000 269.43 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0056 808-07310 364.000 LFT | 5.05000 1838.20| 5.05000 1838.20| 5.50000 2002.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0057 808-74805 263.000 LFT | 11.45000 3011.35| 11.45000 3011.35| 11.50000 3024.50 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0058 808-74807 2.000 EACH | 148.00000 296.00| 148.00000 296.00| 160.00000 320.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0059 808-74808 2.000 EACH | 155.00000 310.00| 155.00000 310.00| 160.00000 320.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0060 808-75996 841.000 EACH | 5.00000 4205.00| 5.00000 4205.00| 6.00000 5046.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 841.000 EACH | 17.30000 14549.30| 14.75000 12404.75| 14.75000 12404.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 808-98000 1768.000 LFT | 0.67000 1184.56| 0.67000 1184.56| 0.65000 1149.20 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0063 604-07897 15.000 SYS | 240.00000 3600.00| 106.22000 1593.30| 150.00000 2250.00 CURB RAMP, CONCRETE, C | | | 0064 604-07898 3.000 SYS | 250.00000 750.00| 106.22000 318.66| 120.00000 360.00 CURB RAMP, CONCRETE, D | | | 0065 604-06070 8.000 SYS | 90.00000 720.00| 50.00000 400.00| 70.25000 562.00 SIDEWALK, CONCRETE | | | 0066 605-06120 30.000 LFT | 90.00000 2700.00| 79.17000 2375.10| 44.00000 1320.00 CURB, CONCRETE | | | 0067 808-94455 265.000 LFT | 6.10000 1616.50| 6.10000 1616.50| 6.10000 1616.50 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0068 210-08614 3.000 SYS | 250.00000 750.00| 106.22000 318.66| 160.00000 480.00 RETROFIT ,CURB RAMPS | | | SECTION TOTALS | $ 1,209,398.84| $ 1,247,296.64| $ 1,336,214.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,209,398.84| $ 1,247,296.64| $ 1,336,514.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,907.65 ROUTE : SR 9 CALL ORDER : 561 CONTRACT ID : RS-28602-A COUNTIES : NOBLE LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 383,870.54 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 405,807.83 105.7148% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 50.00000 50.00| 80.00000 80.00| RADIO | | | 0003 105-07039 6.000 MOS | 100.00000 600.00| 1530.00000 9180.00| FIELD OFFICE, B | | | 0004 105-08523 6.000 MOS | 50.00000 300.00| 36.00000 216.00| RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 19000.00000 19000.00| 20200.00000 20200.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 4.000 EACH | 250.00000 1000.00| 150.00000 600.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 303-07449 1310.000 TON | 19.00000 24890.00| 4.00000 5240.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 100.000 TON | 75.00000 7500.00| 90.00000 9000.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,907.65 ROUTE : SR 9 CALL ORDER : 561 CONTRACT ID : RS-28602-A COUNTIES : NOBLE LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08042 49000.000 SYS | 0.50000 24500.00| 0.47000 23030.00| MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 400.000 SYS | 0.50000 200.00| 10.00000 4000.00| MILLING, TRANSITION | | | 0015 401-06264 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0016 401-07328 4109.000 TON | 52.00000 213668.00| 53.00000 217777.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 402-07432 123.000 TON | 55.00000 6765.00| 53.00000 6519.00| HMA SURFACE, TYPE A | | | 0018 406-05520 13.000 TON | 100.00000 1300.00| 280.00000 3640.00| ASPHALT FOR TACK COAT | | | 0019 601-94689 4.000 EACH | 2750.00000 11000.00| 2750.00000 11000.00| GUARDRAIL END TREATMENT, OS | | | 0020 610-07486 295.000 TON | 125.00000 36875.00| 72.90000 21505.50| HMA FOR APPROACHES, TYPE A | | | 0023 615-06520 3.000 EACH | 600.00000 1800.00| 330.00000 990.00| MONUMENT, RE-ESTABLISH | | | 0024 801-06203 1421.000 LFT | 0.45000 639.45| 0.19000 269.99| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 1421.000 LFT | 1.00000 1421.00| 0.85000 1207.85| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 11.000 EACH | 250.00000 2750.00| 200.00000 2200.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 11500.00000 11500.00| 48665.00000 48665.00| MAINTAINING TRAFFIC | | | 0028 801-92448 340.000 DAY | 0.10000 34.00| 0.01000 3.40| CONSTRUCTION SIGNS, MOBILE | | | 0029 808-06713 28420.000 LFT | 0.14000 3978.80| 0.14000 3978.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-75240 2753.000 LFT | 0.33000 908.49| 0.33000 908.49| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0031 808-75245 10330.000 LFT | 0.33000 3408.90| 0.33000 3408.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 18.000 LFT | 18.05000 324.90| 18.05000 324.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,907.65 ROUTE : SR 9 CALL ORDER : 561 CONTRACT ID : RS-28602-A COUNTIES : NOBLE LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75996 270.000 EACH | 5.00000 1350.00| 2.80000 756.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 270.000 EACH | 18.90000 5103.00| 18.90000 5103.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 383,870.54| $ 405,807.83| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 383,870.54| $ 405,807.83| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,069,070.11 ROUTE : 33 CALL ORDER : 571 CONTRACT ID : RS-28603-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 666,562.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 731,568.40 109.7525% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1600.00000 9600.00| 1000.00000 6000.00| FIELD OFFICE, B | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 80.00000 80.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 100.00000 600.00| 36.00000 216.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 33000.00000 33000.00| 36500.00000 36500.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 301-07448 65.000 TON | 5.00000 325.00| 3.00000 195.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 1520.000 TON | 25.00000 38000.00| 18.00000 27360.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 65.000 TON | 175.00000 11375.00| 113.00000 7345.00| HMA PATCHING, TYPE B | | | 0012 306-08042 89700.000 SYS | 0.40000 35880.00| 1.00000 89700.00| MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,069,070.11 ROUTE : 33 CALL ORDER : 571 CONTRACT ID : RS-28603-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 1080.000 SYS | 2.00000 2160.00| 3.45000 3726.00| MILLING, TRANSITION | | | 0014 306-08432 6000.000 SYS | 0.01000 60.00| 0.01000 60.00| MILLING, APPROACH | | | 0015 401-06264 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0016 401-07328 7210.000 TON | 50.00000 360500.00| 53.35000 384653.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 402-07432 540.000 TON | 23.00000 12420.00| 50.60000 27324.00| HMA SURFACE, TYPE A | | | 0018 406-05520 20.000 TON | 100.00000 2000.00| 290.00000 5800.00| ASPHALT FOR TACK COAT | | | 0019 507-07479 200.000 TON | 125.00000 25000.00| 100.00000 20000.00| HMA PARTIAL DEPTH PATCH | | | 0020 610-07486 600.000 TON | 23.00000 13800.00| 61.00000 36600.00| HMA FOR APPROACHES, TYPE A | | | 0021 612-04315 10.000 TON | 1577.00000 15770.00| 1400.00000 14000.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0022 612-05081 1.000 EACH | 3500.00000 3500.00| 4500.00000 4500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0023 612-60410 158.000 EACH | 19.30000 3049.40| 14.95000 2362.10| DRILLED HOLE FOR UNDERSEAL | | | 0024 711-91996 LUMP | 375.00000 375.00| 680.00000 680.00| REPAIR EXISTING STRUCTURE | | | 0025 801-06203 2750.000 LFT | 0.45000 1237.50| 0.19000 522.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 2750.000 LFT | 1.00000 2750.00| 0.78000 2145.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 25.000 EACH | 30.00000 750.00| 61.00000 1525.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 61100.00000 61100.00| 12375.00000 12375.00| MAINTAINING TRAFFIC | | | 0029 801-92448 90.000 DAY | 1.00000 90.00| 1.00000 90.00| CONSTRUCTION SIGNS, MOBILE | | | 0030 808-03631 65042.000 LFT | 0.10000 6504.20| 0.30000 19512.60| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0031 808-03632 38239.000 LFT | 0.10000 3823.90| 0.30000 11471.70| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,069,070.11 ROUTE : 33 CALL ORDER : 571 CONTRACT ID : RS-28603-A COUNTIES : NOBLE WHITLEY LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-04896 2888.000 LFT | 1.00000 2888.00| 0.30000 866.40| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0033 808-74805 86.000 LFT | 20.00000 1720.00| 9.60000 825.60| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0034 808-75996 680.000 EACH | 5.00000 3400.00| 2.65000 1802.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 680.000 EACH | 16.00000 10880.00| 14.75000 10030.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 105-06899 1.000 EACH | 150.00000 150.00| 80.00000 80.00| RADIO | | | 0037 105-08523 6.000 MOS | 100.00000 600.00| 36.00000 216.00| RADIO SERVICE | | | 0038 105-06845 LUMP | 1100.00000 1100.00| 1.00000 1.00| CONSTRUCTION ENGINEERING ,FOR STATIONIN | | | SECTION TOTALS | $ 666,562.00| $ 731,568.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 666,562.00| $ 731,568.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,041.68 ROUTE : 427 CALL ORDER : 581 CONTRACT ID : RS-28605-A COUNTIES : DEKALB STEUBEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/06/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,048,663.86 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,145,040.30 109.1904% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1555.00000 9330.00| 1530.00000 9180.00| FIELD OFFICE, B | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 80.00000 160.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| 36.00000 432.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 52000.00000 52000.00| 57250.00000 57250.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-96133 425.000 LFT | 14.57000 6192.25| 30.00000 12750.00| PIPE, REMOVE | | | 0010 203-90014 4.000 STA | 7500.00000 30000.00| 585.00000 2340.00| LINEAR GRADING | | | 0011 213-04324 150.000 CYS | 55.00000 8250.00| 25.00000 3750.00| FLOWABLE FILL | | | 0012 301-07448 889.000 TON | 5.00000 4445.00| 4.00000 3556.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,041.68 ROUTE : 427 CALL ORDER : 581 CONTRACT ID : RS-28605-A COUNTIES : DEKALB STEUBEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-01180 1085.000 TON | 5.00000 5425.00| 4.00000 4340.00| COMPACTED AGGREGATE, NO. 53 | | | 0014 304-07490 575.000 TON | 81.00000 46575.00| 80.00000 46000.00| HMA PATCHING, TYPE B | | | 0015 304-07493 677.000 TON | 23.00000 15571.00| 25.00000 16925.00| WIDENING WITH HMA, TYPE B | | | 0016 306-08034 8710.000 SYS | 2.50000 21775.00| 1.00000 8710.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08042 111475.000 SYS | 0.30000 33442.50| 2.00000 222950.00| MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 330.000 SYS | 5.00000 1650.00| 15.00000 4950.00| MILLING, TRANSITION | | | 0019 306-08432 7765.000 SYS | 1.00000 7765.00| 0.01000 77.65| MILLING, APPROACH | | | 0020 401-06264 LUMP | 6000.00000 6000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0021 401-07321 11215.000 TON | 50.00000 560750.00| 47.50000 532712.50| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 402-07451 20.000 TON | 85.00000 1700.00| 58.85000 1177.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0023 406-05520 36.000 TON | 100.00000 3600.00| 1.00000 36.00| ASPHALT FOR TACK COAT | | | 0024 604-06070 80.000 SYS | 53.00000 4240.00| 75.00000 6000.00| SIDEWALK, CONCRETE | | | 0025 604-07894 90.000 SYS | 284.00000 25560.00| 311.00000 27990.00| CURB RAMP, CONCRETE, A | | | 0026 605-06120 100.000 LFT | 37.00000 3700.00| 75.00000 7500.00| CURB, CONCRETE | | | 0027 610-07486 985.000 TON | 23.00000 22655.00| 25.00000 24625.00| HMA FOR APPROACHES, TYPE A | | | 0028 615-06520 4.000 EACH | 500.00000 2000.00| 400.00000 1600.00| MONUMENT, RE-ESTABLISH | | | 0029 621-06575 275.000 SYS | 5.00000 1375.00| 17.05000 4688.75| SODDING, NURSERY | | | 0030 715-05119 189.000 LFT | 30.00000 5670.00| 97.85000 18493.65| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0031 715-05121 102.000 LFT | 32.00000 3264.00| 95.00000 9690.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0032 715-05123 174.000 LFT | 200.00000 34800.00| 115.00000 20010.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,041.68 ROUTE : 427 CALL ORDER : 581 CONTRACT ID : RS-28605-A COUNTIES : DEKALB STEUBEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-08305 160.000 TON | 50.00000 8000.00| 25.00000 4000.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0034 715-46005 8.000 EACH | 150.00000 1200.00| 96.00000 768.00| PIPE END SECTION, 15 IN. | | | 0035 715-46010 4.000 EACH | 150.00000 600.00| 121.00000 484.00| PIPE END SECTION, 18 IN. | | | 0036 715-46020 8.000 EACH | 1000.00000 8000.00| 169.00000 1352.00| PIPE END SECTION, 24 IN. | | | 0037 720-44000 2.000 EACH | 400.00000 800.00| 415.00000 830.00| CASTING, ADJUST TO GRADE | | | 0038 801-06203 4370.000 LFT | 0.50000 2185.00| 0.19000 830.30| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 4370.000 LFT | 1.00000 4370.00| 0.88000 3845.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 57.000 EACH | 89.00000 5073.00| 89.00000 5073.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 52900.00000 52900.00| 34115.00000 34115.00| MAINTAINING TRAFFIC | | | 0042 801-92448 60.000 DAY | 3.00000 180.00| 10.00000 600.00| CONSTRUCTION SIGNS, MOBILE | | | 0043 802-05704 42.000 LFT | 20.00000 840.00| 7.55000 317.10| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0044 802-91122 3.000 EACH | 150.00000 450.00| 175.00000 525.00| SIGN, GROUND MOUNTED, RESET | | | 0045 808-06712 3499.000 LFT | 0.13100 458.37| 0.13000 454.87| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 87550.000 LFT | 0.13100 11469.05| 0.13000 11381.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06714 73111.000 LFT | 0.13100 9577.54| 0.13000 9504.43| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0048 808-75297 100.000 LFT | 5.00000 500.00| 5.00000 500.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75300 800.000 LFT | 1.25000 1000.00| 1.25000 1000.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0050 808-75340 3.000 EACH | 435.00000 1305.00| 435.00000 1305.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,041.68 ROUTE : 427 CALL ORDER : 581 CONTRACT ID : RS-28605-A COUNTIES : DEKALB STEUBEN LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75996 937.000 EACH | 4.00000 3748.00| 2.60000 2436.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 937.000 EACH | 17.95000 16819.15| 14.75000 13820.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,048,663.86| $ 1,145,040.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,048,663.86| $ 1,145,040.30| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,369.77 ROUTE : SR 4 CALL ORDER : 591 CONTRACT ID : RS-28696-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 629,250.00 100.0000% 2 35-1120685 WALSH & KELLY INC $ 668,921.33 106.3045% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 781,644.22 124.2184% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 13697.30000 13697.30| 2500.00000 2500.00| 3100.00000 3100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1500.00000 6000.00| 1580.00000 6320.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 100.00000 300.00| 125.00000 375.00| 80.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 100.00000 1200.00| 125.00000 1500.00| 80.00000 960.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 31465.00000 31465.00| 33000.00000 33000.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 8.000 EACH | 280.00000 2240.00| 200.00000 1600.00| 1600.00000 12800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02080 0.100 MILE | 30000.00000 3000.00| 6000.00000 600.00| 38800.00000 3880.00 LINEAR GRADING | | | 0012 303-07449 1000.000 TON | 30.00000 30000.00| 23.00000 23000.00| 33.80000 33800.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,369.77 ROUTE : SR 4 CALL ORDER : 591 CONTRACT ID : RS-28696-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07490 500.000 TON | 41.50000 20750.00| 50.00000 25000.00| 100.00000 50000.00 HMA PATCHING, TYPE B | | | 0014 306-08034 105628.000 SYS | 0.45000 47532.60| 0.41000 43307.48| 0.25000 26407.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08043 320.000 SYS | 3.25000 1040.00| 0.64000 204.80| 0.96000 307.20 MILLING, TRANSITION | | | 0016 306-08432 1800.000 SYS | 5.00000 9000.00| 2.00000 3600.00| 6.95000 12510.00 MILLING, APPROACH | | | 0017 401-06264 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0018 401-07322 8714.000 TON | 41.50000 361631.00| 46.00000 400844.00| 56.55000 492776.70 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 406-05520 26.400 TON | 1.00000 26.40| 350.00000 9240.00| 0.05000 1.32 ASPHALT FOR TACK COAT | | | 0020 601-08434 2.000 EACH | 775.00000 1550.00| 1300.00000 2600.00| 1300.00000 2600.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0021 601-94689 8.000 EACH | 2785.00000 22280.00| 2600.00000 20800.00| 2600.00000 20800.00 GUARDRAIL END TREATMENT, OS | | | 0022 610-07487 150.000 TON | 150.00000 22500.00| 90.00000 13500.00| 105.00000 15750.00 HMA FOR APPROACHES, TYPE B | | | 0023 725-06870 52.000 LFT | 230.00000 11960.00| 230.00000 11960.00| 230.00000 11960.00 PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0024 801-06203 4045.000 LFT | 0.14000 566.30| 0.20000 809.00| 0.21000 849.45 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 4045.000 LFT | 0.67000 2710.15| 1.00000 4045.00| 0.90000 3640.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 24.000 EACH | 125.00000 3000.00| 125.00000 3000.00| 109.00000 2616.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 14000.00000 14000.00| 40000.00000 40000.00| 16400.00000 16400.00 MAINTAINING TRAFFIC | | | 0028 804-06771 2.000 EACH | 35.00000 70.00| 25.00000 50.00| 98.00000 196.00 DELINEATOR POST, FLEXIBLE | | | 0029 805-02327 1.000 EACH | 420.00000 420.00| 420.00000 420.00| 420.00000 420.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0030 805-02441 80.000 LFT | 4.00000 320.00| 4.00000 320.00| 4.00000 320.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 20.000 LFT | 10.00000 200.00| 10.00000 200.00| 10.00000 200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/06 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,369.77 ROUTE : SR 4 CALL ORDER : 591 CONTRACT ID : RS-28696-A COUNTIES : ST. JOSEPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-04298 2.000 EACH | 256.00000 512.00| 1.00000 2.00| 348.00000 696.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0033 808-06713 84585.000 LFT | 0.12000 10150.20| 0.10000 8458.50| 0.10000 8458.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-75240 10130.000 LFT | 0.35000 3545.50| 0.41000 4153.30| 0.41000 4153.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0035 808-75245 4913.000 LFT | 0.35000 1719.55| 0.25000 1228.25| 0.25000 1228.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0036 615-06520 14.000 EACH | 240.00000 3360.00| 400.00000 5600.00| 425.00000 5950.00 MONUMENT, RE-ESTABLISH | | | SECTION TOTALS | $ 629,250.00| $ 668,921.33| $ 781,644.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 629,250.00| $ 668,921.33| $ 781,644.22 ====================================================================================================================================