INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -1 VENDOR RANKING CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/01/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4453002 4453002 4453002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 12,098,737.72 100.0000% 2 35-1357381 DAVE O`MARA CONTRACTOR $ 12,284,652.38 101.5366% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -2 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 200000.00000 200000.00| 115000.00000 115000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 34.000 MOS | 1200.00000 40800.00| 1375.00000 46750.00| 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 | 600000.00000 600000.00| 600000.00000 600000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 242000.00000 242000.00| 220000.00000 220000.00| CLEARING RIGHT OF WAY | | | 0008 202-01300 1.000 EACH | 6200.00000 6200.00| 8500.00000 8500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-03000 LUMP | 1000.00000 1000.00| 265.00000 265.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 118 | | | 0010 202-03000 LUMP | 1000.00000 1000.00| 525.00000 525.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 125 | | | 0011 202-03000 LUMP | 2000.00000 2000.00| 1300.00000 1300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0012 202-03000 LUMP | 1000.00000 1000.00| 785.00000 785.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0013 202-03000 LUMP | 5500.00000 5500.00| 1800.00000 1800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0014 202-03000 LUMP | 1500.00000 1500.00| 1325.00000 1325.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 62 | | | 0015 202-03000 LUMP | 1500.00000 1500.00| 265.00000 265.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 67 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -3 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 202-51330 LUMP | 18000.00000 18000.00| 6500.00000 6500.00| PRESENT STRUCTURE, REMOVE , NO. 126 | | | 0017 203-02000 31695.000 m3 | 19.50000 618052.50| 15.75000 499196.25| EXCAVATION, COMMON | | | 0018 203-02020 2438.500 m3 | 9.00000 21946.50| 9.00000 21946.50| EXCAVATION, UNCLASSIFIED | | | 0019 205-06931 88.000 Mg | 60.00000 5280.00| 85.00000 7480.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 15.000 EACH | 180.00000 2700.00| 105.00000 1575.00| TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 2071.000 m | 4.50000 9319.50| 4.50000 9319.50| TEMPORARY SILT FENCE | | | 0022 206-51847 LUMP | 35000.00000 35000.00| 9000.00000 9000.00| TEMPORARY SHORING OF EXISTING STRUCTURE | | | 0023 207-08267 5832.000 m2 | 5.00000 29160.00| 7.50000 43740.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0024 207-08268 75183.000 m2 | 9.00000 676647.00| 13.10000 984897.30| SUBGRADE TREATMENT, TYPE IV | | | 0025 211-02060 1982.000 m3 | 24.00000 47568.00| 35.00000 69370.00| B BORROW FOR STRUCTURE BACKFILL | | | 0026 211-07454 3368.500 m3 | 30.00000 101055.00| 35.00000 117897.50| STRUCTURE BACKFILL | | | 0027 301-07448 5431.000 Mg | 28.50000 154783.50| 26.50000 143921.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-07449 549.000 Mg | 40.00000 21960.00| 31.00000 17019.00| COMPACTED AGGREGATE, NO. 73 | | | 0029 303-08210 500.000 Mg | 45.00000 22500.00| 26.50000 13250.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0030 306-08033 2370.000 m2 | 8.00000 18960.00| 4.00000 9480.00| MILLING, ASPHALT, 25 mm | | | 0031 401-06264 LUMP | 10000.00000 10000.00| 1400.00000 1400.00| PROFILOGRAPH, HMA | | | 0032 401-07334 6291.000 Mg | 65.50000 412060.50| 67.75000 426215.25| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0033 401-07403 10423.000 Mg | 48.60000 506557.80| 47.75000 497698.25| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0034 401-07424 29464.000 Mg | 42.00000 1237488.00| 43.25000 1274318.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -4 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 401-07429 11623.000 Mg | 45.00000 523035.00| 48.50000 563715.50| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 563.000 Mg | 70.00000 39410.00| 62.00000 34906.00| HMA SURFACE, TYPE A | | | 0037 402-07435 890.000 Mg | 49.00000 43610.00| 51.00000 45390.00| HMA INTERMEDIATE, TYPE A | | | 0038 402-07440 2857.000 Mg | 42.75000 122136.75| 46.00000 131422.00| HMA BASE, TYPE A | | | 0039 406-05520 62.000 Mg | 225.00000 13950.00| 340.00000 21080.00| ASPHALT FOR TACK COAT | | | 0040 603-06045 40.000 m | 80.00000 3200.00| 80.00000 3200.00| FENCE, CHAIN LINK, 1220 mm | | | 0041 604-06070 5996.000 m2 | 40.00000 239840.00| 39.50000 236842.00| SIDEWALK, CONCRETE | | | 0042 604-07894 57.000 m2 | 185.00000 10545.00| 215.00000 12255.00| CURB RAMP, CONCRETE, A | | | 0043 604-07897 13.000 m2 | 260.00000 3380.00| 215.00000 2795.00| CURB RAMP, CONCRETE, C | | | 0044 604-07901 897.000 m2 | 195.00000 174915.00| 215.00000 192855.00| CURB RAMP, CONCRETE, G | | | 0045 604-07902 77.000 m2 | 175.00000 13475.00| 215.00000 16555.00| CURB RAMP, CONCRETE, H | | | 0046 604-44251 15.000 m3 | 850.00000 12750.00| 1000.00000 15000.00| STEPS, CONCRETE | | | 0047 605-06120 167.000 m | 51.00000 8517.00| 71.00000 11857.00| CURB, CONCRETE | | | 0048 605-06140 5143.000 m | 44.00000 226292.00| 42.00000 216006.00| CURB AND GUTTER, CONCRETE | | | 0049 605-09131 21.000 m | 82.00000 1722.00| 215.00000 4515.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0050 605-96305 1322.000 m | 40.00000 52880.00| 57.00000 75354.00| CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0051 607-06175 17.000 m | 115.00000 1955.00| 215.00000 3655.00| GUTTER, CONCRETE | | | 0052 610-07486 1138.000 Mg | 89.00000 101282.00| 86.00000 97868.00| HMA FOR APPROACHES, TYPE A | | | 0053 610-08446 4645.000 m2 | 50.00000 232250.00| 54.50000 253152.50| PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -5 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 611-02825 1.000 EACH | 360.00000 360.00| 370.00000 370.00| MAILBOX ASSEMBLY, TRIPLE | | | 0055 611-06497 82.000 EACH | 190.00000 15580.00| 190.00000 15580.00| MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 112.000 EACH | 125.00000 14000.00| 130.00000 14560.00| RIGHT OF WAY MARKER | | | 0057 615-06505 16.000 EACH | 600.00000 9600.00| 625.00000 10000.00| MONUMENT, B | | | 0058 615-06527 6.000 EACH | 500.00000 3000.00| 525.00000 3150.00| MONUMENT, SECTION CORNER | | | 0059 616-02320 721.000 m2 | 3.00000 2163.00| 5.00000 3605.00| GEOTEXTILES | | | 0060 616-06405 439.000 Mg | 25.00000 10975.00| 36.00000 15804.00| RIPRAP, REVETMENT | | | 0061 621-01004 2.000 EACH | 750.00000 1500.00| 850.00000 1700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06545 1.170 Mg | 355.00000 415.35| 370.00000 432.90| FERTILIZER | | | 0063 621-06557 458.000 kg | 7.50000 3435.00| 8.25000 3778.50| SEED MIXTURE, T | | | 0064 621-06565 22.850 Mg | 300.00000 6855.00| 350.00000 7997.50| MULCHING MATERIAL | | | 0065 621-06567 1412.000 kL | 1.00000 1412.00| 1.00000 1412.00| WATER | | | 0066 621-06575 75690.000 m2 | 3.25000 245992.50| 3.15000 238423.50| SODDING, NURSERY | | | 0067 714-08514 34.000 m2 | 1500.00000 51000.00| 750.00000 25500.00| WINGWALL | | | 0068 714-26709 315.000 m | 1800.00000 567000.00| 1650.00000 519750.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm , IN-LINE | | | DETENTION SYSTEM | | | 0069 714-26717 410.000 m | 2200.00000 902000.00| 1950.00000 799500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , IN-LINE | | | DETENTION SYSTEM | | | 0070 714-26725 34.000 m | 2500.00000 85000.00| 2350.00000 79900.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3660 mm X 1830 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -6 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-03025 32.000 EACH | 4000.00000 128000.00| 2750.00000 88000.00| SANITARY MANHOLE | | | 0072 715-04612 23.000 m | 65.00000 1495.00| 50.00000 1150.00| PIPE , HDPE, 32 mm | | | 0073 715-04612 336.000 m | 60.00000 20160.00| 45.00000 15120.00| PIPE , HDPE, 50 mm | | | 0074 715-05024 287.000 m | 300.00000 86100.00| 215.00000 61705.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0075 715-05048 6036.000 m | 15.00000 90540.00| 8.50000 51306.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0076 715-05053 35.000 m | 60.00000 2100.00| 108.00000 3780.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0077 715-05123 7.000 m | 255.00000 1785.00| 162.00000 1134.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0078 715-05125 43.000 m | 290.00000 12470.00| 170.00000 7310.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0079 715-05149 748.000 m | 65.00000 48620.00| 190.00000 142120.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0080 715-05151 1016.000 m | 100.00000 101600.00| 205.00000 208280.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0081 715-05152 1457.000 m | 110.00000 160270.00| 190.00000 276830.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0082 715-05153 267.000 m | 125.00000 33375.00| 145.00000 38715.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0083 715-05154 237.000 m | 130.00000 30810.00| 300.00000 71100.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0084 715-05156 58.000 m | 235.00000 13630.00| 205.00000 11890.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0085 715-05157 322.000 m | 250.00000 80500.00| 220.00000 70840.00| PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0086 715-05169 79.000 m | 130.00000 10270.00| 120.00000 9480.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0087 715-05711 650.000 m | 130.00000 84500.00| 146.00000 94900.00| PIPE, SANITARY SEWER, 150 mm , PVC | | | 0088 715-07319 24.000 EACH | 1500.00000 36000.00| 850.00000 20400.00| SEPTIC TANK DEACTIVATING | | | 0089 715-46005 15.000 EACH | 550.00000 8250.00| 400.00000 6000.00| PIPE END SECTION, 375 mm | | | 0090 715-46020 3.000 EACH | 800.00000 2400.00| 600.00000 1800.00| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -7 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 715-46030 4.000 EACH | 1000.00000 4000.00| 800.00000 3200.00| PIPE END SECTION, 750 mm | | | 0092 715-90052 LUMP | 9000.00000 9000.00| 6500.00000 6500.00| LIFT STATION ,RESIDENTAL | | | 0093 715-90052 LUMP | 10000.00000 10000.00| 1550.00000 1550.00| LIFT STATION CONNECTION, NO. 1 | | | 0094 715-90052 LUMP | 12000.00000 12000.00| 1550.00000 1550.00| LIFT STATION CONNECTION, NO. 2 | | | 0095 715-92537 1849.000 m | 140.00000 258860.00| 265.00000 489985.00| PIPE, PVC, 200 mm , SDR 35 | | | 0096 715-96960 39.750 m | 145.00000 5763.75| 290.00000 11527.50| PIPE, PVC, 375 mm , SDR 35 | | | 0097 715-97544 41.750 m | 350.00000 14612.50| 140.00000 5845.00| PIPE, DUCTILE IRON, 200 mm | | | 0098 715-97751 1.000 EACH | 3500.00000 3500.00| 3800.00000 3800.00| GRATED BOX END SECTION, II, 6:1, 300 mm | | | 0099 716-01382 3.000 EACH | 2500.00000 7500.00| 4000.00000 12000.00| AIR RELEASE VALVE | | | 0100 718-06529 3.000 EACH | 450.00000 1350.00| 1200.00000 3600.00| OUTLET PROTECTOR, 2 | | | 0101 718-06532 1000.000 m | 2.50000 2500.00| 2.50000 2500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0102 718-52610 1357.000 m3 | 60.00000 81420.00| 48.00000 65136.00| AGGREGATE FOR UNDERDRAINS | | | 0103 718-99153 18009.000 m2 | 2.00000 36018.00| 1.00000 18009.00| GEOTEXTILES FOR UNDERDRAIN | | | 0104 720-03194 1.000 EACH | 7000.00000 7000.00| 2900.00000 2900.00| MANHOLE SANITARY, DROP | | | 0105 720-45030 1.000 EACH | 1700.00000 1700.00| 1000.00000 1000.00| INLET, E7 | | | 0106 720-45045 88.000 EACH | 2200.00000 193600.00| 1500.00000 132000.00| INLET, J10 | | | 0107 720-45055 4.000 EACH | 2200.00000 8800.00| 1560.00000 6240.00| INLET, M10 | | | 0108 720-45069 2.000 EACH | 2600.00000 5200.00| 1950.00000 3900.00| INLET, P12 | | | 0109 720-45145 1.000 EACH | 2300.00000 2300.00| 1780.00000 1780.00| INLET, J10, MODIFIED | | | 0110 720-45235 14.000 EACH | 1650.00000 23100.00| 1200.00000 16800.00| CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -8 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 720-45410 67.000 EACH | 2800.00000 187600.00| 1600.00000 107200.00| MANHOLE, C4 | | | 0112 720-45415 8.000 EACH | 2800.00000 22400.00| 1975.00000 15800.00| MANHOLE, D4 | | | 0113 720-45515 7.000 EACH | 2800.00000 19600.00| 1975.00000 13825.00| MANHOLE, D4, MODIFIED | | | 0114 720-91110 1.000 EACH | 6000.00000 6000.00| 3950.00000 3950.00| MANHOLE, N4 | | | 0115 720-93501 1.000 EACH | 5900.00000 5900.00| 3650.00000 3650.00| MANHOLE, L4 | | | 0116 720-94612 4.000 EACH | 4000.00000 16000.00| 3000.00000 12000.00| MANHOLE, K4 | | | 0117 720-95422 4.000 EACH | 3000.00000 12000.00| 2650.00000 10600.00| MANHOLE, J4 | | | 0118 720-96999 6.000 EACH | 3500.00000 21000.00| 2900.00000 17400.00| FIRE HYDRANT ASSEMBLY | | | 0119 720-98174 8.000 EACH | 2600.00000 20800.00| 2100.00000 16800.00| INLET, B15 | | | 0120 732-04836 19.000 EACH | 2000.00000 38000.00| 1250.00000 23750.00| GATE VALVE | | | 0121 732-06581 217.000 EACH | 150.00000 32550.00| 180.00000 39060.00| JOINT , MECHANICAL, RESTRAINTS | | | 0122 732-08419 53.000 m2 | 100.00000 5300.00| 156.00000 8268.00| MODULAR BLOCK WALL | | | 0123 732-08421 53.000 m2 | 140.00000 7420.00| 145.00000 7685.00| MODULAR BLOCK WALL ERECTION | | | 0124 732-96670 2475.000 m | 150.00000 371250.00| 140.00000 346500.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0125 801-01155 360.000 m | 1.00000 360.00| 0.75000 270.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, WHITE, 100 mm DOTTED, 600 mm | | | LINE, 1800 mm GAP | | | 0126 801-04308 4.000 EACH | 400.00000 1600.00| 535.00000 2140.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0127 801-06203 12262.000 m | 0.55000 6744.10| 0.75000 9196.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0128 801-06207 18996.000 m | 3.50000 66486.00| 2.80000 53188.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -9 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 801-06211 20.000 EACH | 230.00000 4600.00| 160.00000 3200.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0130 801-06218 53.000 m | 40.00000 2120.00| 17.00000 901.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0131 801-06625 56.000 EACH | 100.00000 5600.00| 210.00000 11760.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0132 801-06640 96.000 EACH | 320.00000 30720.00| 235.00000 22560.00| CONSTRUCTION SIGN, A | | | 0133 801-06645 12.000 EACH | 75.00000 900.00| 105.00000 1260.00| CONSTRUCTION SIGN, B | | | 0134 801-06710 360.000 DAY | 16.00000 5760.00| 16.00000 5760.00| FLASHING ARROW SIGN | | | 0135 801-06775 LUMP | 250000.00000 250000.00| 210000.00000 210000.00| MAINTAINING TRAFFIC | | | 0136 801-07119 65.000 m | 65.00000 4225.00| 105.00000 6825.00| BARRICADE, III-B | | | 0137 801-94295 10.000 EACH | 260.00000 2600.00| 265.00000 2650.00| SIGNAL HEAD, RELOCATE | | | 0138 801-95997 53.000 m | 0.55000 29.15| 2.80000 148.40| TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0139 802-04893 4.000 EACH | 510.00000 2040.00| 250.00000 1000.00| REFERENCE POST | | | 0140 802-05701 167.520 m | 32.00000 5360.64| 32.00000 5360.64| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0141 802-05702 222.146 m | 28.00000 6220.09| 28.50000 6331.16| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-07135 20.000 EACH | 1900.00000 38000.00| 1950.00000 39000.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0143 802-76025 9.600 m2 | 190.00000 1824.00| 195.00000 1872.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 99.560 m2 | 200.00000 19912.00| 206.00000 20509.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -10 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 802-76045 19.540 m2 | 210.00000 4103.40| 215.00000 4201.10| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0146 802-76125 10.000 EACH | 8250.00000 82500.00| 8500.00000 85000.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0147 805-01815 12.000 EACH | 1900.00000 22800.00| 1950.00000 23400.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0148 805-01842 21.000 EACH | 750.00000 15750.00| 760.00000 15960.00| HANDHOLE, SIGNAL | | | 0149 805-01893 LUMP | 4300.00000 4300.00| 4400.00000 4400.00| MAINTAINING TRAFFIC SIGNAL | | | 0150 805-02087 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0151 805-02202 16.000 EACH | 800.00000 12800.00| 805.00000 12880.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0152 805-06592 1187.000 m | 40.00000 47480.00| 41.00000 48667.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0153 805-06834 3.000 EACH | 8600.00000 25800.00| 8850.00000 26550.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0154 805-78205 13.000 EACH | 720.00000 9360.00| 750.00000 9750.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0155 805-78230 15.000 EACH | 1100.00000 16500.00| 1150.00000 17250.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0156 805-78415 12.000 EACH | 1800.00000 21600.00| 1900.00000 22800.00| SPAN, CATENARY, AND TETHER | | | 0157 805-78420 12.000 EACH | 210.00000 2520.00| 215.00000 2580.00| DISCONNECT HANGER | | | 0158 805-78445 2.000 EACH | 725.00000 1450.00| 750.00000 1500.00| SIGNAL SERVICE | | | 0159 805-78467 63.000 m | 7.00000 441.00| 6.85000 431.55| SIGNAL CABLE, 3C 8GA. | | | 0160 805-78470 5170.400 m | 1.20000 6204.48| 1.30000 6721.52| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0161 805-78485 64.000 m | 4.10000 262.40| 4.20000 268.80| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -11 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 805-78490 921.000 m | 5.00000 4605.00| 4.85000 4466.85| SIGNAL CABLE, 7C 14GA. | | | 0163 805-78510 5094.000 m | 2.60000 13244.40| 2.65000 13499.10| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0164 805-78785 8.000 EACH | 725.00000 5800.00| 750.00000 6000.00| SIGNAL DETECTOR HOUSING | | | 0165 805-78795 1733.800 m | 17.00000 29474.60| 17.50000 30341.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0166 805-78925 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0167 805-81032 8.000 EACH | 3400.00000 27200.00| 3450.00000 27600.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0168 805-92504 34.000 EACH | 225.00000 7650.00| 230.00000 7820.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0169 808-05929 501.000 m | 5.50000 2755.50| 3.70000 1853.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0170 808-06701 5599.000 m | 0.01000 55.99| 1.10000 6158.90| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0171 808-06703 7092.000 m | 1.25000 8865.00| 1.10000 7801.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0172 808-06705 158.000 m | 5.60000 884.80| 3.70000 584.60| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0173 808-06716 28135.000 m | 1.00000 28135.00| 1.05000 29541.75| LINE, REMOVE | | | 0174 808-75240 3802.000 m | 0.01000 38.02| 1.10000 4182.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0175 808-75245 7772.000 m | 1.25000 9715.00| 1.10000 8549.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0176 808-75297 166.000 m | 17.00000 2822.00| 12.60000 2091.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0177 808-75320 62.000 EACH | 100.00000 6200.00| 58.00000 3596.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 110 -12 TABULATION OF BIDS ROUTE : 48 CALL ORDER : 110 CONTRACT ID : IR-28493-A COUNTIES : MONROE LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( ) |CRIDER & CRIDER, INC. |DAVE O`MARA CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 808-75325 56.000 EACH | 130.00000 7280.00| 68.50000 3836.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0179 808-75998 491.000 EACH | 17.00000 8347.00| 18.00000 8838.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 12,098,737.72| $ 12,284,652.38| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,098,737.72| $ 12,284,652.38| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 125 -1 VENDOR RANKING CALL ORDER : 125 CONTRACT ID : IR-29401-A COUNTIES : MARION LETTING DATE : 05/02/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710015 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 190,964.06 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 223,469.50 117.0218% 3 31-1485331 O`ROURKE WRECKING COMPANY $ 311,143.55 162.9330% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 125 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 125 CONTRACT ID : IR-29401-A COUNTIES : MARION LETTING DATE : 05/02/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 31-1485331 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |O`ROURKE WRECKING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 202-02240 1225.000 SYS | 1.70000 2082.50| 5.50000 6737.50| 4.50000 5512.50 PAVEMENT REMOVAL | | | 0002 202-02255 131.000 EACH | 250.00000 32750.00| 275.00000 36025.00| 260.00000 34060.00 TREE, 18 IN., REMOVE | | | 0003 202-03000 LUMP | 9000.00000 9000.00| 6000.00000 6000.00| 13454.00000 13454.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0004 202-03000 LUMP | 12000.00000 12000.00| 8500.00000 8500.00| 17297.00000 17297.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0005 202-03000 LUMP | 7050.00000 7050.00| 7000.00000 7000.00| 13531.00000 13531.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0006 202-03000 LUMP | 7325.00000 7325.00| 7500.00000 7500.00| 14825.00000 14825.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 33 | | | 0007 202-03000 LUMP | 7025.00000 7025.00| 7800.00000 7800.00| 14302.00000 14302.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0008 202-03000 LUMP | 7525.00000 7525.00| 7800.00000 7800.00| 13849.00000 13849.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 37 | | | 0009 202-03000 LUMP | 11200.00000 11200.00| 7000.00000 7000.00| 21044.00000 21044.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 37A | | | 0010 202-03000 LUMP | 6600.00000 6600.00| 7900.00000 7900.00| 9727.00000 9727.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 38 | | | 0011 202-03000 LUMP | 7800.00000 7800.00| 8200.00000 8200.00| 19513.00000 19513.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0012 202-03000 LUMP | 6600.00000 6600.00| 7500.00000 7500.00| 12548.00000 12548.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0013 202-03000 LUMP | 7700.00000 7700.00| 8500.00000 8500.00| 13670.00000 13670.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 125 -3 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 125 CONTRACT ID : IR-29401-A COUNTIES : MARION LETTING DATE : 05/02/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 31-1485331 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |O`ROURKE WRECKING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-03000 LUMP | 4500.00000 4500.00| 5200.00000 5200.00| 7737.00000 7737.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | 0015 202-03000 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 7838.00000 7838.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0016 202-03000 LUMP | 4300.00000 4300.00| 5000.00000 5000.00| 10493.00000 10493.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0017 203-02010 1.000 CYS | 105.00000 105.00| 300.00000 300.00| 250.00000 250.00 EXCAVATION, ROCK | | | 0018 205-06937 4521.000 LFT | 1.00000 4521.00| 3.00000 13563.00| 2.25000 10172.25 TEMPORARY SILT FENCE | | | 0019 303-07662 1000.000 TON | 15.00000 15000.00| 24.00000 24000.00| 19.00000 19000.00 STONE | | | 0020 603-04847 8.000 EACH | 550.00000 4400.00| 1281.50000 10252.00| 400.00000 3200.00 FENCE GATE , CHAIN LINK | | | 0021 603-06040 2005.000 LFT | 7.00000 14035.00| 3.70000 7418.50| 12.00000 24060.00 FENCE, FARM FIELD, 47 IN. | | | 0022 603-06045 570.000 LFT | 7.00000 3990.00| 14.00000 7980.00| 15.00000 8550.00 FENCE, CHAIN LINK, 48 IN. | | | 0023 621-02363 34627.000 SYS | 0.28000 9695.56| 0.50000 17313.50| 0.40000 13850.80 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0024 622-05640 14.000 EACH | 90.00000 1260.00| 70.00000 980.00| 190.00000 2660.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | SECTION TOTALS | $ 190,964.06| $ 223,469.50| $ 311,143.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 190,964.06| $ 223,469.50| $ 311,143.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/15/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 742097 0500945 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 7,960,278.86 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT AND WIDENING | | | 0001 105-06845 LUMP | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 100.00000 200.00| | RADIO | | | 0003 105-07039 24.000 MOS | 2500.00000 60000.00| | FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 200.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 24.000 MOS | 100.00000 2400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 24.000 MOS | 50.00000 1200.00| | RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 398000.00000 398000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 76000.00000 76000.00| | CLEARING RIGHT OF WAY | | | 0013 202-02240 2562.000 SYS | 16.90000 43297.80| | PAVEMENT REMOVAL | | | 0014 202-02241 1740.000 LFT | 1.90000 3306.00| | GUARDRAIL, REMOVE | | | 0015 202-02278 2926.000 LFT | 4.50000 13167.00| | CURB, CONCRETE, REMOVE | | | 0016 202-51328 LUMP | 90475.00000 90475.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0017 202-52710 612.000 SYS | 8.50000 5202.00| | SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-95027 2.000 EACH | 3200.00000 6400.00| | IMPACT ATTENUATOR, REMOVE | | | 0019 203-02000 28235.000 CYS | 20.00000 564700.00| | EXCAVATION, COMMON | | | 0020 203-02070 20385.000 CYS | 0.01000 203.85| | BORROW | | | 0021 205-06931 78.000 TON | 150.00000 11700.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 11.000 EACH | 65.00000 715.00| | TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 7337.000 LFT | 10.00000 73370.00| | TEMPORARY SILT FENCE | | | 0024 206-51230 1210.000 CYS | 130.00000 157300.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-08262 47500.000 SYS | 3.50000 166250.00| | SUBGRADE TREATMENT, TYPE I | | | 0026 211-06467 123.500 CYS | 55.00000 6792.50| | AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 4895.400 CYS | 19.20000 93991.68| | STRUCTURE BACKFILL | | | 0028 301-07448 1469.000 TON | 24.00000 35256.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-06464 11907.000 CYS | 39.10000 465563.70| | SUBBASE FOR PCCP | | | 0030 302-07455 151.000 CYS | 55.00000 8305.00| | DENSE GRADED SUBBASE | | | 0031 303-08210 160.000 TON | 47.00000 7520.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0032 402-07453 1040.000 TON | 71.00000 73840.00| | HMA FOR TEMPORARY PAVEMENT | | | 0033 406-05520 0.800 TON | 315.00000 252.00| | ASPHALT FOR TACK COAT | | | 0034 501-06266 LUMP | 1.00000 1.00| | PROFILOGRAPH, PCCP | | | 0035 501-06321 42384.000 SYS | 39.20000 1661452.80| | QC/QA-PCCP, 10 IN. | | | 0036 501-06727 LUMP | 6000.00000 6000.00| | CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 503-05240 20458.000 LFT | 8.50000 173893.00| | D-1 CONTRACTION JOINT | | | 0038 506-06333 53.000 SYS | 201.00000 10653.00| | PCCP PATCHING, FULL DEPTH | | | 0039 601-01522 4.000 EACH | 1800.00000 7200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-06035 125.000 LFT | 12.00000 1500.00| | GUARDRAIL, RESET | | | 0041 601-06233 2.000 EACH | 7900.00000 15800.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0042 601-94689 4.000 EACH | 2300.00000 9200.00| | GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 2175.000 LFT | 17.00000 36975.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 601-99123 4.000 EACH | 800.00000 3200.00| | GUARDRAIL TRANSITION, GP , RESET | | | 0045 604-06070 5391.000 SYS | 23.25000 125340.75| | SIDEWALK, CONCRETE | | | 0046 604-06070 190.000 SYS | 48.00000 9120.00| | SIDEWALK, CONCRETE , 8 IN. | | | 0047 604-07897 6.000 SYS | 150.00000 900.00| | CURB RAMP, CONCRETE, C | | | 0048 604-07900 124.000 SYS | 150.00000 18600.00| | CURB RAMP, CONCRETE, F | | | 0049 604-07901 5.000 SYS | 150.00000 750.00| | CURB RAMP, CONCRETE, G | | | 0050 604-07902 24.000 SYS | 150.00000 3600.00| | CURB RAMP, CONCRETE, H | | | 0051 605-06100 10576.000 LFT | 8.40000 88838.40| | CURB, INTEGRAL, C, CONCRETE | | | 0052 605-06210 607.000 LFT | 40.00000 24280.00| | CENTER CURB, C, CONCRETE | | | 0053 609-06259 906.400 SYS | 77.20000 69974.08| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0054 610-08446 1256.000 SYS | 48.25000 60602.00| | PCCP FOR APPROACHES, 6 IN. | | | 0055 611-06497 13.000 EACH | 165.00000 2145.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 615-06510 1.000 EACH | 300.00000 300.00| | MONUMENT, C | | | 0057 615-06515 6.000 EACH | 125.00000 750.00| | MONUMENT, D | | | 0058 615-06527 5.000 EACH | 300.00000 1500.00| | MONUMENT, SECTION CORNER | | | 0059 616-02320 329.000 SYS | 2.50000 822.50| | GEOTEXTILES | | | 0060 616-06405 54.000 TON | 150.00000 8100.00| | RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH | 300.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 7670.000 SYS | 1.15000 8820.50| | EROSION CONTROL BLANKET | | | 0063 621-06545 2.000 TON | 450.00000 900.00| | FERTILIZER | | | 0064 621-06554 716.000 LBS | 2.25000 1611.00| | SEED MIXTURE, U | | | 0065 621-06557 44.000 LBS | 2.15000 94.60| | SEED MIXTURE, T | | | 0066 621-06565 11.000 TON | 350.00000 3850.00| | MULCHING MATERIAL | | | 0067 621-06567 11.000 kGAL | 1.00000 11.00| | WATER | | | 0068 621-06574 404.000 SYS | 5.15000 2080.60| | SODDING | | | 0069 621-06575 2144.000 SYS | 5.15000 11041.60| | SODDING, NURSERY | | | 0070 701-03808 40.000 LFT | 270.00000 10800.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 184 IN., 12 IN. | | | 0071 701-98647 720.000 LFT | 40.22000 28958.40| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0072 702-51005 409.700 CYS | 459.99000 188457.90| | CONCRETE, A, SUBSTRUCTURE | | | 0073 702-51015 153.000 CYS | 475.77000 72792.81| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 702-51863 688.000 EACH | 7.84000 5393.92| | FIELD DRILLED HOLE IN CONCRETE | | | 0075 703-03622 974.000 EACH | 11.30000 11006.20| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | MODIFIED | | | 0076 703-51030 56024.000 LBS | 0.78000 43698.72| | REINFORCING STEEL | | | 0077 703-51032 202497.000 LBS | 0.88000 178197.36| | REINFORCING STEEL, EPOXY COATED | | | 0078 704-51002 797.900 CYS | 426.88000 340607.55| | CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-06372 4.000 EACH | 2500.00000 10000.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0080 706-51020 56.800 CYS | 857.71000 48717.93| | CONCRETE, C, RAILING | | | 0081 709-51821 LUMP | 19420.00000 19420.00| | SURFACE SEAL | | | 0082 711-51038 LUMP | 472747.00000 472747.00| | STRUCTURAL STEEL | | | 0083 711-51864 152.000 EACH | 24.86000 3778.72| | DRILLED HOLE | | | 0084 711-51866 232.000 EACH | 27.12000 6291.84| | RIVET, REMOVE | | | 0085 711-51877 LUMP | 18288.00000 18288.00| | JACKING AND SUPPORTING BEAMS | | | 0086 711-96479 660.000 EACH | 20.34000 13424.40| | BOLT, REMOVE | | | 0087 711-96800 2142.000 EACH | 2.28000 4883.76| | STUD SHEAR CONNECTORS | | | 0088 714-93978 104.000 LFT | 250.00000 26000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0089 715-05048 9543.000 LFT | 4.15000 39603.45| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0090 715-05149 2792.500 LFT | 25.20000 70371.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0091 715-05151 1417.000 LFT | 27.60000 39109.20| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0092 715-05152 1099.000 LFT | 33.80000 37146.20| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05153 349.000 LFT | 40.20000 14029.80| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0094 715-05154 1370.500 LFT | 45.25000 62015.13| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0095 715-05156 907.500 LFT | 56.75000 51500.63| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0096 715-05407 248.000 LFT | 9.00000 2232.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0097 715-46000 11.000 EACH | 660.00000 7260.00| | PIPE END SECTION, 12 IN. | | | 0098 715-46005 1.000 EACH | 680.00000 680.00| | PIPE END SECTION, 15 IN. | | | 0099 715-46010 1.000 EACH | 730.00000 730.00| | PIPE END SECTION, 18 IN. | | | 0100 715-46020 1.000 EACH | 890.00000 890.00| | PIPE END SECTION, 24 IN. | | | 0101 715-46030 1.000 EACH | 1300.00000 1300.00| | PIPE END SECTION, 30 IN. | | | 0102 718-06532 3000.000 LFT | 1.50000 4500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0103 718-52610 583.500 CYS | 49.75000 29029.13| | AGGREGATE FOR UNDERDRAINS | | | 0104 718-99153 17415.000 SYS | 1.00000 17415.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0105 720-44000 9.000 EACH | 550.00000 4950.00| | CASTING, ADJUST TO GRADE | | | 0106 720-45265 2.000 EACH | 1200.00000 2400.00| | PIPE CATCH BASIN, 15 IN. | | | 0107 720-45275 5.000 EACH | 1400.00000 7000.00| | PIPE CATCH BASIN, 24 IN. | | | 0108 720-45410 24.000 EACH | 2150.00000 51600.00| | MANHOLE, C4 | | | 0109 720-45605 12.000 LFT | 430.00000 5160.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0110 720-95422 12.000 EACH | 4020.00000 48240.00| | MANHOLE, J4 | | | 0111 720-96030 1.000 EACH | 15000.00000 15000.00| | MANHOLE, MODIFIED , TYPE 1 | | | 0112 720-96030 2.000 EACH | 27000.00000 54000.00| | MANHOLE, MODIFIED , TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 720-96030 1.000 EACH | 33000.00000 33000.00| | MANHOLE, MODIFIED , TYPE 3 | | | 0114 720-98174 32.000 EACH | 2485.00000 79520.00| | INLET, B15 | | | 0115 720-98555 38.000 EACH | 2500.00000 95000.00| | INLET, C15 | | | 0116 720-98625 2.000 EACH | 4075.00000 8150.00| | MANHOLE, C4, DROP | | | 0117 726-92406 26.000 EACH | 961.00000 24986.00| | BEARING ASSEMBLY, ELASTOMERIC , A1 | | | 0118 728-98377 LUMP | 16280.00000 16280.00| | MASONRY COATING | | | 0119 801-01093 4.000 EACH | 1550.00000 6200.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0120 801-01851 LUMP | 7000.00000 7000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0121 801-02595 3.000 EACH | 90.00000 270.00| | CONTROLLER, RESET TIMING | | | 0122 801-02617 1.000 EACH | 610.00000 610.00| | TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0123 801-04308 5.000 EACH | 477.00000 2385.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0124 801-06203 10880.000 LFT | 0.23000 2502.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0125 801-06207 22518.000 LFT | 0.57000 12835.26| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0126 801-06216 117.000 LFT | 3.10000 362.70| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0127 801-06218 32.000 LFT | 6.00000 192.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0128 801-06539 LUMP | 37100.00000 37100.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0129 801-06640 54.000 EACH | 188.00000 10152.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 801-06645 3.000 EACH | 69.00000 207.00| | CONSTRUCTION SIGN, B | | | 0131 801-06710 240.000 DAY | 5.00000 1200.00| | FLASHING ARROW SIGN | | | 0132 801-06775 LUMP | 589000.00000 589000.00| | MAINTAINING TRAFFIC | | | 0133 801-07023 2.000 EACH | 4200.00000 8400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0134 801-07118 230.000 LFT | 16.25000 3737.50| | BARRICADE, III-A | | | 0135 801-08400 1350.000 LFT | 16.21000 21883.50| | TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0136 801-08401 1000.000 LFT | 16.21000 16210.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0137 801-08507 450.000 LFT | 19.04000 8568.00| | TEMPORARY TRAFFIC BARRIER, TYPE 1, | | | ANCHORED | | | 0138 801-08508 1960.000 LFT | 19.04000 37318.40| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0139 801-94295 9.000 EACH | 560.00000 5040.00| | SIGNAL HEAD, RELOCATE | | | 0140 802-05701 140.000 LFT | 16.30000 2282.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0141 802-05702 22.000 LFT | 14.00000 308.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76035 160.000 SFT | 18.80000 3008.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0143 808-03002 2560.000 LFT | 0.55000 1408.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0144 808-03631 814.000 LFT | 0.55000 447.70| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0145 808-03632 13552.000 LFT | 0.55000 7453.60| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0146 808-04896 1740.000 LFT | 0.55000 957.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 140 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : R -25915-A COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0175870 |( ) |( ) |BERNS CONSTRUCTION COMPANY I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 808-06716 3656.000 LFT | 0.44000 1608.64| | LINE, REMOVE | | | 0148 808-75067 355.000 LFT | 7.25000 2573.75| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0149 808-75071 24.000 EACH | 117.00000 2808.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0150 808-75073 22.000 EACH | 135.00000 2970.00| | PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | SECTION TOTALS | $ 7,960,278.86| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,960,278.86| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -1 VENDOR RANKING CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/01/08 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 9987019 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 J.H. RUDOLPH & COMPANY $ 4,674,175.18 100.0000% 2 35-1139301 E & B PAVING INC $ 4,779,000.00 102.2426% 3 35-1878024 RAGLE, INC. $ 5,153,152.99 110.2473% 4 35-1057095 BLANKENBERGER BROTHERS INC $ 5,376,598.43 115.0277% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 5,796,448.07 124.0101% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,973,000.00 127.7873% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, 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 | 50000.00000 50000.00| 88000.00000 88000.00| 70000.00000 70000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 2050.00000 41000.00| 2000.00000 40000.00| 1200.00000 24000.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 250.00000 500.00| 165.00000 330.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 40.000 MOS | 90.00000 3600.00| 172.00000 6880.00| 100.00000 4000.00 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 | 233500.00000 233500.00| 222200.00000 222200.00| 255000.00000 255000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 46700.00000 46700.00| 30000.00000 30000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0011 202-01261 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 2350.00000 2350.00 TESTING FOR ASBESTOS | | | 0012 202-03000 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 16 | | | 0013 202-74045 25.000 EACH | 150.00000 3750.00| 25.00000 625.00| 25.00000 625.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0014 202-91385 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 250.00000 250.00 INLET, REMOVE | | | 0015 202-96133 1208.000 LFT | 12.60000 15220.80| 12.60000 15220.80| 7.00000 8456.00 PIPE, REMOVE | | | 0016 203-02000 20099.000 CYS | 8.40000 168831.60| 8.60000 172851.40| 17.00000 341683.00 EXCAVATION, COMMON | | | 0017 203-02070 30430.000 CYS | 9.75000 296692.50| 9.75000 296692.50| 6.00000 182580.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-03371 82.000 CYS | 25.00000 2050.00| 25.00000 2050.00| 14.00000 1148.00 SEDIMENT, REMOVE | | | 0019 205-06931 27.000 TON | 48.00000 1296.00| 48.00000 1296.00| 35.00000 945.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 18.000 EACH | 80.00000 1440.00| 115.00000 2070.00| 60.00000 1080.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 154.000 TON | 39.00000 6006.00| 39.00000 6006.00| 20.00000 3080.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 1035.000 LFT | 1.25000 1293.75| 2.00000 2070.00| 1.50000 1552.50 TEMPORARY SILT FENCE | | | 0023 207-08262 58882.000 SYS | 3.85000 226695.70| 4.23000 249070.86| 4.50000 264969.00 SUBGRADE TREATMENT, TYPE I | | | 0024 211-07454 2501.000 CYS | 23.00000 57523.00| 23.00000 57523.00| 22.00000 55022.00 STRUCTURE BACKFILL | | | 0025 301-07448 1525.000 TON | 24.00000 36600.00| 25.00000 38125.00| 23.00000 35075.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 306-08034 235.000 SYS | 12.50000 2937.50| 17.00000 3995.00| 12.00000 2820.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0027 306-08043 52.000 SYS | 17.50000 910.00| 38.00000 1976.00| 12.00000 624.00 MILLING, TRANSITION | | | 0028 401-06264 LUMP | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROFILOGRAPH, HMA | | | 0029 401-07327 4556.000 TON | 51.00000 232356.00| 55.00000 250580.00| 55.00000 250580.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0030 401-07397 7490.000 TON | 44.75000 335177.50| 47.50000 355775.00| 47.50000 355775.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 24291.000 TON | 40.25000 977712.75| 40.75000 989858.25| 40.75000 989858.25 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 401-07429 9888.000 TON | 44.00000 435072.00| 46.50000 459792.00| 46.50000 459792.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07451 200.000 TON | 55.00000 11000.00| 65.50000 13100.00| 65.50000 13100.00 HMA WEDGE AND LEVEL, TYPE B | | | 0034 406-05520 70.400 TON | 318.00000 22387.20| 100.00000 7040.00| 100.00000 7040.00 ASPHALT FOR TACK COAT | | | 0035 605-06120 1156.000 LFT | 9.70000 11213.20| 8.00000 9248.00| 8.00000 9248.00 CURB, CONCRETE | | | 0036 605-06140 15558.000 LFT | 10.90000 169582.20| 11.50000 178917.00| 11.50000 178917.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 605-06255 462.000 SYS | 50.25000 23215.50| 65.00000 30030.00| 65.00000 30030.00 CENTER CURB, D, CONCRETE | | | 0038 607-06340 1755.000 LFT | 31.27000 54878.85| 21.50000 37732.50| 17.50000 30712.50 PAVED SIDE DITCH, B | | | 0039 610-07486 402.000 TON | 79.60000 31999.20| 58.00000 23316.00| 58.00000 23316.00 HMA FOR APPROACHES, TYPE A | | | 0040 610-07712 2096.000 SYS | 34.10000 71473.60| 25.00000 52400.00| 25.00000 52400.00 PCCP FOR APPROACHES, 6 IN. | | | 0041 611-06497 12.000 EACH | 115.00000 1380.00| 150.00000 1800.00| 195.00000 2340.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 230.00000 460.00| 190.00000 380.00| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 88.000 EACH | 115.00000 10120.00| 135.00000 11880.00| 133.00000 11704.00 RIGHT OF WAY MARKER | | | 0044 615-06505 12.000 EACH | 495.00000 5940.00| 550.00000 6600.00| 640.00000 7680.00 MONUMENT, B | | | 0045 615-06527 2.000 EACH | 495.00000 990.00| 450.00000 900.00| 550.00000 1100.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 1931.000 SYS | 1.80000 3475.80| 1.80000 3475.80| 1.75000 3379.25 GEOTEXTILES | | | 0047 616-06405 1538.000 TON | 28.15000 43294.70| 28.15000 43294.70| 25.00000 38450.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 690.00000 1380.00| 690.00000 1380.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 3.480 TON | 510.00000 1774.80| 510.00000 1774.80| 510.00000 1774.80 FERTILIZER | | | 0050 621-06554 1304.000 LBS | 3.15000 4107.60| 3.15000 4107.60| 3.15000 4107.60 SEED MIXTURE, U | | | 0051 621-06565 17.400 TON | 390.00000 6786.00| 390.00000 6786.00| 390.00000 6786.00 MULCHING MATERIAL | | | 0052 621-06567 36.000 kGAL | 1.00000 36.00| 1.00000 36.00| 1.00000 36.00 WATER | | | 0053 621-06575 8919.000 SYS | 3.35000 29878.65| 3.35000 29878.65| 2.70000 24081.30 SODDING, NURSERY | | | 0054 714-05760 46.000 LFT | 705.00000 32430.00| 705.00000 32430.00| 1100.00000 50600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 5 FT. | | | 0055 714-06172 428.000 LFT | 737.00000 315436.00| 737.00000 315436.00| 1200.00000 513600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 714-06279 126.000 LFT | 430.00000 54180.00| 430.00000 54180.00| 600.00000 75600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. | | | 0057 714-26708 180.000 LFT | 450.00000 81000.00| 450.00000 81000.00| 650.00000 117000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0058 715-05048 10754.000 LFT | 3.60000 38714.40| 3.60000 38714.40| 3.00000 32262.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05053 38.000 LFT | 20.50000 779.00| 20.50000 779.00| 12.00000 456.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0060 715-05121 59.000 LFT | 27.25000 1607.75| 27.25000 1607.75| 30.00000 1770.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0061 715-05151 2749.000 LFT | 23.00000 63227.00| 23.00000 63227.00| 25.00000 68725.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0062 715-05152 47.000 LFT | 27.25000 1280.75| 27.25000 1280.75| 40.00000 1880.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0063 715-05169 307.500 LFT | 26.25000 8071.88| 26.25000 8071.88| 25.00000 7687.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0064 715-46005 34.000 EACH | 290.00000 9860.00| 290.00000 9860.00| 250.00000 8500.00 PIPE END SECTION, 15 IN. | | | 0065 715-46010 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 270.00000 540.00 PIPE END SECTION, 18 IN. | | | 0066 718-06529 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 600.00000 1200.00 OUTLET PROTECTOR, 2 | | | 0067 718-06532 3000.000 LFT | 1.50000 4500.00| 0.75000 2250.00| 0.75000 2250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0068 718-52610 968.000 CYS | 32.90000 31847.20| 32.90000 31847.20| 30.00000 29040.00 AGGREGATE FOR UNDERDRAINS | | | 0069 718-99153 11256.000 SYS | 1.25000 14070.00| 1.25000 14070.00| 1.00000 11256.00 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-45030 8.000 EACH | 1450.00000 11600.00| 1450.00000 11600.00| 2300.00000 18400.00 INLET, E7 | | | 0071 720-45035 9.000 EACH | 1450.00000 13050.00| 1450.00000 13050.00| 2200.00000 19800.00 INLET, F7 | | | 0072 720-98174 26.000 EACH | 2550.00000 66300.00| 2550.00000 66300.00| 3100.00000 80600.00 INLET, B15 | | | 0073 720-98555 26.000 EACH | 2550.00000 66300.00| 2550.00000 66300.00| 3100.00000 80600.00 INLET, C15 | | | 0074 801-04308 9.000 EACH | 495.00000 4455.00| 550.00000 4950.00| 550.00000 4950.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-06207 1500.000 LFT | 1.00000 1500.00| 1.55000 2325.00| 1.55000 2325.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0076 801-06625 40.000 EACH | 125.00000 5000.00| 175.00000 7000.00| 175.00000 7000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 22.000 EACH | 235.00000 5170.00| 295.00000 6490.00| 295.00000 6490.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 4.000 EACH | 60.00000 240.00| 85.00000 340.00| 85.00000 340.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 14325.00000 14325.00| 42612.87000 42612.87| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0080 801-07119 216.000 LFT | 33.35000 7203.60| 25.00000 5400.00| 25.00000 5400.00 BARRICADE, III-B | | | 0081 802-05701 103.000 LFT | 12.50000 1287.50| 12.50000 1287.50| 12.50000 1287.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 117.000 SFT | 18.00000 2106.00| 18.00000 2106.00| 18.00000 2106.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 805-01815 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01842 7.000 EACH | 690.00000 4830.00| 690.00000 4830.00| 690.00000 4830.00 HANDHOLE, SIGNAL | | | 0085 805-01844 1804.000 LFT | 13.80000 24895.20| 13.80000 24895.20| 13.80000 24895.20 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0086 805-01879 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNAL SERVICE, INSTALL | | | 0087 805-02503 7426.000 LFT | 0.30000 2227.80| 0.30000 2227.80| 0.30000 2227.80 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0088 805-78100 1.000 EACH | 9552.00000 9552.00| 9552.00000 9552.00| 9552.00000 9552.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0089 805-78205 4.000 EACH | 576.00000 2304.00| 576.00000 2304.00| 576.00000 2304.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0090 805-78230 4.000 EACH | 876.00000 3504.00| 876.00000 3504.00| 876.00000 3504.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 805-78415 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 SPAN, CATENARY, AND TETHER | | | 0092 805-78420 4.000 EACH | 240.00000 960.00| 240.00000 960.00| 240.00000 960.00 DISCONNECT HANGER | | | 0093 805-78467 46.000 LFT | 1.80000 82.80| 1.80000 82.80| 1.80000 82.80 SIGNAL CABLE, 3C 8GA. | | | 0094 805-78485 246.000 LFT | 1.20000 295.20| 1.20000 295.20| 1.20000 295.20 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 756.000 LFT | 1.44000 1088.64| 1.44000 1088.64| 1.44000 1088.64 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78510 3477.000 LFT | 0.64000 2225.28| 0.64000 2225.28| 0.64000 2225.28 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0097 805-78785 16.000 EACH | 460.00000 7360.00| 460.00000 7360.00| 460.00000 7360.00 SIGNAL DETECTOR HOUSING | | | 0098 805-78795 2435.000 LFT | 6.60000 16071.00| 6.60000 16071.00| 6.60000 16071.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0099 805-78925 1.000 EACH | 720.00000 720.00| 720.00000 720.00| 720.00000 720.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0100 805-81032 4.000 EACH | 3600.00000 14400.00| 3600.00000 14400.00| 3600.00000 14400.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0101 805-92504 9.000 EACH | 240.00000 2160.00| 240.00000 2160.00| 240.00000 2160.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0102 808-06701 2674.000 LFT | 0.42000 1123.08| 0.33000 882.42| 0.33000 882.42 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0103 808-06703 4129.000 LFT | 0.42000 1734.18| 0.33000 1362.57| 0.33000 1362.57 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0104 808-75240 1670.000 LFT | 0.42000 701.40| 0.33000 551.10| 0.33000 551.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0105 808-75245 14186.000 LFT | 0.42000 5958.12| 0.33000 4681.38| 0.33000 4681.38 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0106 808-75297 228.000 LFT | 3.90000 889.20| 5.05000 1151.40| 5.05000 1151.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0107 808-75320 31.000 EACH | 70.00000 2170.00| 95.00000 2945.00| 95.00000 2945.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J.H. RUDOLPH & COMPANY |E & B PAVING INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 808-75325 31.000 EACH | 75.00000 2325.00| 115.00000 3565.00| 115.00000 3565.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 808-75998 248.000 EACH | 26.25000 6510.00| 26.25000 6510.00| 28.75000 7130.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 808-92027 2260.000 LFT | 0.88000 1988.80| 1.60000 3616.00| 1.60000 3616.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0111 808-96016 350.000 LFT | 1.90000 665.00| 2.50000 875.00| 2.50000 875.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 4,674,175.18| $ 4,779,000.00| $ 5,153,152.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,674,175.18| $ 4,779,000.00| $ 5,153,152.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN 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 | 83000.00000 83000.00| 106000.00000 106000.00| 116000.00000 116000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 2000.00000 40000.00| 2150.00000 43000.00| 2200.00000 44000.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 275.00000 550.00| 165.00000 330.00| 300.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 40.000 MOS | 110.00000 4400.00| 110.00000 4400.00| 140.00000 5600.00 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 | 268000.00000 268000.00| 285000.00000 285000.00| 279305.22000 279305.22 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 53000.00000 53000.00| 89250.00000 89250.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0011 202-01261 1.000 EACH | 600.00000 600.00| 2800.00000 2800.00| 1000.00000 1000.00 TESTING FOR ASBESTOS | | | 0012 202-03000 LUMP | 17300.00000 17300.00| 11200.00000 11200.00| 14400.00000 14400.00 HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 16 | | | 0013 202-74045 25.000 EACH | 26.00000 650.00| 60.50000 1512.50| 150.00000 3750.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0014 202-91385 1.000 EACH | 600.00000 600.00| 900.00000 900.00| 500.00000 500.00 INLET, REMOVE | | | 0015 202-96133 1208.000 LFT | 18.00000 21744.00| 15.20000 18361.60| 12.60000 15220.80 PIPE, REMOVE | | | 0016 203-02000 20099.000 CYS | 9.50000 190940.50| 14.25000 286410.75| 9.00000 180891.00 EXCAVATION, COMMON | | | 0017 203-02070 30430.000 CYS | 13.25000 403197.50| 13.75000 418412.50| 11.00000 334730.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-03371 82.000 CYS | 25.00000 2050.00| 17.50000 1435.00| 25.00000 2050.00 SEDIMENT, REMOVE | | | 0019 205-06931 27.000 TON | 50.00000 1350.00| 53.00000 1431.00| 48.00000 1296.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 18.000 EACH | 100.00000 1800.00| 86.00000 1548.00| 80.00000 1440.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 154.000 TON | 39.00000 6006.00| 53.00000 8162.00| 39.00000 6006.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 1035.000 LFT | 1.50000 1552.50| 1.50000 1552.50| 1.90000 1966.50 TEMPORARY SILT FENCE | | | 0023 207-08262 58882.000 SYS | 4.00000 235528.00| 5.60000 329739.20| 4.25000 250248.50 SUBGRADE TREATMENT, TYPE I | | | 0024 211-07454 2501.000 CYS | 25.00000 62525.00| 28.25000 70653.25| 23.00000 57523.00 STRUCTURE BACKFILL | | | 0025 301-07448 1525.000 TON | 24.00000 36600.00| 26.00000 39650.00| 24.00000 36600.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 306-08034 235.000 SYS | 12.00000 2820.00| 13.00000 3055.00| 23.00000 5405.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0027 306-08043 52.000 SYS | 12.00000 624.00| 13.00000 676.00| 50.00000 2600.00 MILLING, TRANSITION | | | 0028 401-06264 LUMP | 3200.00000 3200.00| 1.00000 1.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0029 401-07327 4556.000 TON | 53.00000 241468.00| 59.00000 268804.00| 70.00000 318920.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0030 401-07397 7490.000 TON | 46.50000 348285.00| 51.00000 381990.00| 66.00000 494340.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 24291.000 TON | 41.50000 1008076.50| 43.75000 1062731.25| 57.00000 1384587.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 401-07429 9888.000 TON | 45.50000 449904.00| 50.00000 494400.00| 60.00000 593280.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07451 200.000 TON | 56.00000 11200.00| 70.25000 14050.00| 75.00000 15000.00 HMA WEDGE AND LEVEL, TYPE B | | | 0034 406-05520 70.400 TON | 330.00000 23232.00| 107.30000 7553.92| 320.00000 22528.00 ASPHALT FOR TACK COAT | | | 0035 605-06120 1156.000 LFT | 10.00000 11560.00| 10.25000 11849.00| 16.80000 19420.80 CURB, CONCRETE | | | 0036 605-06140 15558.000 LFT | 11.25000 175027.50| 13.50000 210033.00| 18.00000 280044.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 605-06255 462.000 SYS | 52.00000 24024.00| 80.00000 36960.00| 57.35000 26495.70 CENTER CURB, D, CONCRETE | | | 0038 607-06340 1755.000 LFT | 28.00000 49140.00| 25.00000 43875.00| 34.10000 59845.50 PAVED SIDE DITCH, B | | | 0039 610-07486 402.000 TON | 82.00000 32964.00| 63.00000 25326.00| 100.00000 40200.00 HMA FOR APPROACHES, TYPE A | | | 0040 610-07712 2096.000 SYS | 35.00000 73360.00| 32.00000 67072.00| 45.00000 94320.00 PCCP FOR APPROACHES, 6 IN. | | | 0041 611-06497 12.000 EACH | 120.00000 1440.00| 125.00000 1500.00| 115.00000 1380.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 240.00000 480.00| 250.00000 500.00| 230.00000 460.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 88.000 EACH | 120.00000 10560.00| 125.00000 11000.00| 115.00000 10120.00 RIGHT OF WAY MARKER | | | 0044 615-06505 12.000 EACH | 510.00000 6120.00| 540.00000 6480.00| 495.00000 5940.00 MONUMENT, B | | | 0045 615-06527 2.000 EACH | 510.00000 1020.00| 540.00000 1080.00| 495.00000 990.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 1931.000 SYS | 2.00000 3862.00| 2.50000 4827.50| 1.80000 3475.80 GEOTEXTILES | | | 0047 616-06405 1538.000 TON | 35.00000 53830.00| 38.35000 58982.30| 28.15000 43294.70 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 710.00000 1420.00| 750.00000 1500.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 3.480 TON | 525.00000 1827.00| 550.00000 1914.00| 510.00000 1774.80 FERTILIZER | | | 0050 621-06554 1304.000 LBS | 3.25000 4238.00| 3.50000 4564.00| 3.15000 4107.60 SEED MIXTURE, U | | | 0051 621-06565 17.400 TON | 400.00000 6960.00| 450.00000 7830.00| 390.00000 6786.00 MULCHING MATERIAL | | | 0052 621-06567 36.000 kGAL | 1.00000 36.00| 1.00000 36.00| 1.00000 36.00 WATER | | | 0053 621-06575 8919.000 SYS | 3.05000 27202.95| 3.00000 26757.00| 2.70000 24081.30 SODDING, NURSERY | | | 0054 714-05760 46.000 LFT | 1000.00000 46000.00| 1064.00000 48944.00| 705.00000 32430.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 5 FT. | | | 0055 714-06172 428.000 LFT | 1080.00000 462240.00| 1016.00000 434848.00| 737.00000 315436.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 714-06279 126.000 LFT | 480.00000 60480.00| 472.00000 59472.00| 430.00000 54180.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. | | | 0057 714-26708 180.000 LFT | 510.00000 91800.00| 466.00000 83880.00| 450.00000 81000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0058 715-05048 10754.000 LFT | 4.00000 43016.00| 7.25000 77966.50| 3.60000 38714.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05053 38.000 LFT | 35.00000 1330.00| 15.00000 570.00| 20.50000 779.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0060 715-05121 59.000 LFT | 47.00000 2773.00| 39.40000 2324.60| 27.25000 1607.75 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0061 715-05151 2749.000 LFT | 56.00000 153944.00| 32.60000 89617.40| 23.00000 63227.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0062 715-05152 47.000 LFT | 47.00000 2209.00| 41.90000 1969.30| 27.25000 1280.75 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0063 715-05169 307.500 LFT | 42.00000 12915.00| 31.20000 9594.00| 26.25000 8071.88 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0064 715-46005 34.000 EACH | 290.00000 9860.00| 440.00000 14960.00| 290.00000 9860.00 PIPE END SECTION, 15 IN. | | | 0065 715-46010 2.000 EACH | 350.00000 700.00| 500.00000 1000.00| 300.00000 600.00 PIPE END SECTION, 18 IN. | | | 0066 718-06529 2.000 EACH | 1500.00000 3000.00| 580.00000 1160.00| 250.00000 500.00 OUTLET PROTECTOR, 2 | | | 0067 718-06532 3000.000 LFT | 1.50000 4500.00| 1.00000 3000.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0068 718-52610 968.000 CYS | 50.00000 48400.00| 31.00000 30008.00| 32.90000 31847.20 AGGREGATE FOR UNDERDRAINS | | | 0069 718-99153 11256.000 SYS | 2.00000 22512.00| 2.10000 23637.60| 1.25000 14070.00 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-45030 8.000 EACH | 1600.00000 12800.00| 2130.00000 17040.00| 1450.00000 11600.00 INLET, E7 | | | 0071 720-45035 9.000 EACH | 1600.00000 14400.00| 2230.00000 20070.00| 1450.00000 13050.00 INLET, F7 | | | 0072 720-98174 26.000 EACH | 2700.00000 70200.00| 2950.00000 76700.00| 2550.00000 66300.00 INLET, B15 | | | 0073 720-98555 26.000 EACH | 2700.00000 70200.00| 3035.00000 78910.00| 2550.00000 66300.00 INLET, C15 | | | 0074 801-04308 9.000 EACH | 510.00000 4590.00| 530.00000 4770.00| 495.00000 4455.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-06207 1500.000 LFT | 1.00000 1500.00| 1.10000 1650.00| 1.00000 1500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0076 801-06625 40.000 EACH | 130.00000 5200.00| 140.00000 5600.00| 125.00000 5000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 22.000 EACH | 240.00000 5280.00| 260.00000 5720.00| 235.00000 5170.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 4.000 EACH | 62.00000 248.00| 64.30000 257.20| 60.00000 240.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 78000.00000 78000.00| 70000.00000 70000.00| 130000.00000 130000.00 MAINTAINING TRAFFIC | | | 0080 801-07119 216.000 LFT | 34.00000 7344.00| 36.00000 7776.00| 33.35000 7203.60 BARRICADE, III-B | | | 0081 802-05701 103.000 LFT | 13.00000 1339.00| 13.00000 1339.00| 12.50000 1287.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 117.000 SFT | 18.50000 2164.50| 21.50000 2515.50| 18.00000 2106.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 805-01815 4.000 EACH | 1650.00000 6600.00| 1610.00000 6440.00| 1600.00000 6400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01842 7.000 EACH | 710.00000 4970.00| 700.00000 4900.00| 690.00000 4830.00 HANDHOLE, SIGNAL | | | 0085 805-01844 1804.000 LFT | 14.00000 25256.00| 14.15000 25526.60| 13.80000 24895.20 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0086 805-01879 1.000 EACH | 510.00000 510.00| 480.00000 480.00| 500.00000 500.00 SIGNAL SERVICE, INSTALL | | | 0087 805-02503 7426.000 LFT | 0.30000 2227.80| 0.45000 3341.70| 0.30000 2227.80 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0088 805-78100 1.000 EACH | 9800.00000 9800.00| 9650.00000 9650.00| 9552.00000 9552.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0089 805-78205 4.000 EACH | 590.00000 2360.00| 580.00000 2320.00| 576.00000 2304.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0090 805-78230 4.000 EACH | 900.00000 3600.00| 970.00000 3880.00| 876.00000 3504.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 805-78415 4.000 EACH | 1450.00000 5800.00| 1525.00000 6100.00| 1400.00000 5600.00 SPAN, CATENARY, AND TETHER | | | 0092 805-78420 4.000 EACH | 245.00000 980.00| 270.00000 1080.00| 240.00000 960.00 DISCONNECT HANGER | | | 0093 805-78467 46.000 LFT | 1.85000 85.10| 2.00000 92.00| 1.80000 82.80 SIGNAL CABLE, 3C 8GA. | | | 0094 805-78485 246.000 LFT | 1.25000 307.50| 1.15000 282.90| 1.20000 295.20 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 756.000 LFT | 1.50000 1134.00| 1.45000 1096.20| 1.44000 1088.64 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78510 3477.000 LFT | 0.65000 2260.05| 0.75000 2607.75| 0.64000 2225.28 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0097 805-78785 16.000 EACH | 475.00000 7600.00| 625.00000 10000.00| 460.00000 7360.00 SIGNAL DETECTOR HOUSING | | | 0098 805-78795 2435.000 LFT | 6.85000 16679.75| 8.00000 19480.00| 6.60000 16071.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0099 805-78925 1.000 EACH | 740.00000 740.00| 1175.00000 1175.00| 720.00000 720.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0100 805-81032 4.000 EACH | 3700.00000 14800.00| 4040.00000 16160.00| 3600.00000 14400.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0101 805-92504 9.000 EACH | 245.00000 2205.00| 330.00000 2970.00| 240.00000 2160.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0102 808-06701 2674.000 LFT | 0.42000 1123.08| 0.45000 1203.30| 0.42000 1123.08 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0103 808-06703 4129.000 LFT | 0.42000 1734.18| 0.45000 1858.05| 0.42000 1734.18 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0104 808-75240 1670.000 LFT | 0.42000 701.40| 0.45000 751.50| 0.42000 701.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0105 808-75245 14186.000 LFT | 0.42000 5958.12| 0.45000 6383.70| 0.42000 5958.12 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0106 808-75297 228.000 LFT | 4.00000 912.00| 4.25000 969.00| 3.90000 889.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0107 808-75320 31.000 EACH | 72.00000 2232.00| 76.00000 2356.00| 70.00000 2170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 175 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 175 CONTRACT ID : R -28692-A COUNTIES : WARRICK LETTING DATE : 05/02/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 808-75325 31.000 EACH | 77.00000 2387.00| 81.00000 2511.00| 75.00000 2325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 808-75998 248.000 EACH | 27.00000 6696.00| 30.00000 7440.00| 26.25000 6510.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 808-92027 2260.000 LFT | 0.90000 2034.00| 1.00000 2260.00| 0.88000 1988.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0111 808-96016 350.000 LFT | 1.95000 682.50| 2.10000 735.00| 1.90000 665.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 5,376,598.43| $ 5,796,448.07| $ 5,973,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,376,598.43| $ 5,796,448.07| $ 5,973,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/15/09 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 9945066 9945066 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO. INC $ 2,379,730.96 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 2,461,513.16 103.4366% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,823,635.84 118.6536% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 20200.00000 20200.00| 2433.87000 2433.87| 22120.00000 22120.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 3535.00000 45955.00| 3500.00000 45500.00| 5000.00000 65000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 215202.39000 215202.39| 125000.00000 125000.00| 149560.00000 149560.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 31027.50000 31027.50| 50000.00000 50000.00| 65000.00000 65000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 500.000 SYS | 15.15000 7575.00| 13.70000 6850.00| 30.00000 15000.00 PAVEMENT REMOVAL | | | 0008 202-02241 298.000 LFT | 8.08000 2407.84| 4.78000 1424.44| 9.00000 2682.00 GUARDRAIL, REMOVE | | | 0009 202-03000 LUMP | 8600.00000 8600.00| 5000.00000 5000.00| 5600.00000 5600.00 HOUSES AND BUILDINGS, REMOVE | | | 0010 202-93763 2.000 EACH | 353.50000 707.00| 348.00000 696.00| 500.00000 1000.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0011 203-02000 4020.000 CYS | 18.18000 73083.60| 31.45000 126429.00| 30.00000 120600.00 EXCAVATION, COMMON | | | 0012 206-51817 4605.000 SFT | 25.25000 116276.25| 19.98000 92007.90| 40.00000 184200.00 SHEET PILING, STEEL | | | 0013 207-08266 3618.200 SYS | 10.10000 36543.82| 4.05000 14653.71| 5.00000 18091.00 SUBGRADE TREATMENT, TYPE III | | | 0014 210-03825 1.000 EACH | 51480.00000 51480.00| 54000.00000 54000.00| 150000.00000 150000.00 SHELTER (ORNAMENTAL) | | | 0015 210-07298 3.000 EACH | 14938.00000 44814.00| 17500.00000 52500.00| 15000.00000 45000.00 DUMPSTER , ENCLOSURE | | | 0016 211-02050 5.000 CYS | 101.00000 505.00| 104.12000 520.60| 800.00000 4000.00 B BORROW | | | 0017 211-02060 465.000 CYS | 40.40000 18786.00| 33.82000 15726.30| 35.00000 16275.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 211-07454 2530.000 CYS | 32.32000 81769.60| 29.31000 74154.30| 60.00000 151800.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 1247.700 TON | 28.28000 35284.96| 28.46000 35509.54| 75.00000 93577.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 305-07466 85.780 SYS | 101.00000 8663.78| 86.66000 7433.69| 110.00000 9435.80 PCC BASE PATCHING, 11 IN. | | | 0021 306-08034 321.200 SYS | 15.15000 4866.18| 19.19000 6163.83| 15.00000 4818.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 401-07429 2.300 TON | 505.00000 1161.50| 500.00000 1150.00| 2000.00000 4600.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0023 402-07433 472.000 TON | 80.80000 38137.60| 80.00000 37760.00| 110.00000 51920.00 HMA SURFACE, TYPE B | | | 0024 402-07438 661.500 TON | 72.72000 48104.28| 70.00000 46305.00| 85.00000 56227.50 HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 1124.000 TON | 70.70000 79466.80| 70.00000 78680.00| 75.00000 84300.00 HMA BASE, TYPE B | | | 0026 502-06627 176.170 SYS | 55.55000 9786.24| 45.00000 7927.65| 90.00000 15855.30 PCCP, 6 IN. | | | 0027 502-06999 64.300 SYS | 68.68000 4416.12| 147.33000 9473.32| 150.00000 9645.00 PCCP, 8 IN. | | | 0028 601-04793 715.700 LFT | 150.00000 107355.00| 180.00000 128826.00| 72.00000 51530.40 GUARDRAIL (GAURDRAIL IN CONCRETE BAND & | | | HANDRAIL I | | | 0029 601-95871 428.400 LFT | 100.00000 42840.00| 150.00000 64260.00| 78.00000 33415.20 HANDRAIL (HANDRAIL & HANDRAIL IN | | | CONCRETE | | | 0030 602-98036 150.000 SYS | 6.01000 901.50| 5.95000 892.50| 5.50000 825.00 BARRIER MAT, WEED | | | 0031 604-07569 10.400 SYS | 68.18000 709.07| 69.00000 717.60| 67.50000 702.00 PAVERS | | | 0032 604-07569 759.700 SYS | 55.90000 42467.23| 56.00000 42543.20| 55.35000 42049.40 PAVERS (INTERLOCKING CONCRETE SIDEWALK) | | | 0033 604-07569 96.000 SYS | 68.18000 6545.28| 68.00000 6528.00| 67.50000 6480.00 PAVERS (PERMEABLE INTERLOCKING) | | | 0034 604-07894 18.810 SYS | 202.00000 3799.62| 160.00000 3009.60| 150.00000 2821.50 CURB RAMP, CONCRETE, A | | | 0035 604-07897 15.800 SYS | 222.20000 3510.76| 160.00000 2528.00| 150.00000 2370.00 CURB RAMP, CONCRETE, C | | | 0036 604-07898 7.670 SYS | 252.50000 1936.68| 160.00000 1227.20| 150.00000 1150.50 CURB RAMP, CONCRETE, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 604-07902 56.600 SYS | 227.25000 12862.35| 160.00000 9056.00| 150.00000 8490.00 CURB RAMP, CONCRETE, H | | | 0038 604-07903 23.800 SYS | 202.00000 4807.60| 160.00000 3808.00| 150.00000 3570.00 CURB RAMP, CONCRETE, K | | | 0039 604-90256 681.100 SYS | 60.60000 41274.66| 55.00000 37460.50| 85.00000 57893.50 SIDEWALK, CONCRETE, 6 IN. | | | 0040 605-06090 133.500 LFT | 28.28000 3775.38| 38.66000 5161.11| 30.00000 4005.00 CURB, INTEGRAL, CONCRETE | | | 0041 605-06120 1511.100 LFT | 24.24000 36629.06| 28.00000 42310.80| 25.00000 37777.50 CURB, CONCRETE | | | 0042 605-06125 84.100 LFT | 25.25000 2123.53| 33.06000 2780.35| 35.00000 2943.50 CURB, CONCRETE, MODIFIED | | | 0043 605-06140 1502.200 LFT | 24.24000 36413.33| 35.00000 52577.00| 35.00000 52577.00 CURB AND GUTTER, CONCRETE | | | 0044 605-06155 91.000 LFT | 22.22000 2022.02| 72.90000 6633.90| 35.00000 3185.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0045 605-09131 42.000 LFT | 40.40000 1696.80| 74.48000 3128.16| 125.00000 5250.00 CURB AND GUTTER TURNOUT CONCRETE | | | 0046 611-05330 176.240 SYS | 48.48000 8544.12| 45.00000 7930.80| 55.00000 9693.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 616-02320 613.600 SYS | 3.03000 1859.21| 3.97000 2435.99| 4.00000 2454.40 GEOTEXTILES | | | 0048 616-06405 86.500 TON | 50.50000 4368.25| 65.00000 5622.50| 150.00000 12975.00 RIPRAP, REVETMENT | | | 0049 621-02770 350.000 SYS | 3.54000 1239.00| 3.50000 1225.00| 2.10000 735.00 EROSION CONTROL BLANKET | | | 0050 621-06559 908.500 SYS | 1.39000 1262.82| 1.38000 1253.73| 0.89000 808.57 MULCHED SEEDING, R | | | 0051 621-06570 203.000 CYS | 45.45000 9226.35| 31.28000 6349.84| 70.00000 14210.00 TOP SOIL | | | 0052 621-06570 99.000 CYS | 70.70000 6999.30| 41.28000 4086.72| 75.00000 7425.00 TOP SOIL (PEAT MOSS) | | | 0053 621-06570 428.400 CYS | 35.35000 15143.94| 41.28000 17684.35| 40.00000 17136.00 TOP SOIL (SAND) | | | 0054 621-07642 820.000 CYS | 80.00000 65600.00| 20.01000 16408.20| 30.00000 24600.00 SOIL PREPARATION (BIOSWALE AND PLANTING | | | BEDS) | | | 0055 621-98038 360.000 CYS | 114.64000 41270.40| 113.50000 40860.00| 60.00000 21600.00 MULCH, HARDWOOD SHREDDED BARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 622-01937 768.000 EACH | 16.11000 12372.48| 15.95000 12249.60| 14.90000 11443.20 PLANT (NATIVE GALLON) | | | 0057 622-01937 895.000 EACH | 6.67000 5969.65| 6.60000 5907.00| 11.00000 9845.00 PLANT (PERENNAIL GRASS) | | | 0058 622-01937 16615.000 EACH | 4.06000 67456.90| 4.02000 66792.30| 4.97000 82576.55 PLANT , NATIVE PLUG | | | 0059 622-03949 3.000 EACH | 606.00000 1818.00| 1813.59000 5440.77| 800.00000 2400.00 TRASH RECEPTACLE, ORNAMENTAL | | | 0060 622-05616 75.000 EACH | 92.31000 6923.25| 91.40000 6855.00| 59.00000 4425.00 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0061 622-05625 38.000 EACH | 166.65000 6332.70| 165.00000 6270.00| 145.00000 5510.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | 0062 622-05630 12.000 EACH | 74.74000 896.88| 74.00000 888.00| 59.00000 708.00 PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0063 622-05638 623.000 EACH | 34.29000 21362.67| 33.95000 21150.85| 29.00000 18067.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0064 622-05639 92.000 EACH | 68.68000 6318.56| 68.00000 6256.00| 29.00000 2668.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0065 622-05640 22.000 EACH | 77.77000 1710.94| 77.00000 1694.00| 39.00000 858.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0066 622-05644 4.000 EACH | 378.75000 1515.00| 375.00000 1500.00| 199.00000 796.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0067 622-05649 40.000 EACH | 499.95000 19998.00| 495.00000 19800.00| 295.00000 11800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0068 622-05650 23.000 EACH | 505.00000 11615.00| 500.00000 11500.00| 350.00000 8050.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0069 622-05653 1454.000 EACH | 5.07000 7371.78| 5.02000 7299.08| 1.50000 2181.00 PLANT, GROUND COVER | | | 0070 622-05654 422.000 EACH | 16.26000 6861.72| 16.10000 6794.20| 12.95000 5464.90 PLANT, PERENNIAL | | | 0071 701-51145 240.000 LFT | 30.30000 7272.00| 68.00000 16320.00| 20.00000 4800.00 PILES, TIMBER, FURNISHED TREATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 701-51150 240.000 LFT | 40.40000 9696.00| 92.00000 22080.00| 70.00000 16800.00 PILES, TIMBER, DRIVEN TREATED | | | 0073 702-51010 1.700 CYS | 1010.00000 1717.00| 1500.00000 2550.00| 2000.00000 3400.00 CONCRETE, B, ABOVE FOOTINGS | | | 0074 702-93722 50.100 CYS | 1010.00000 50601.00| 2300.00000 115230.00| 2500.00000 125250.00 CONCRETE, C | | | 0075 703-51030 4346.000 LBS | 1.52000 6605.92| 2.00000 8692.00| 3.00000 13038.00 REINFORCING STEEL | | | 0076 704-04850 54.000 SYS | 121.20000 6544.80| 270.41000 14602.14| 400.00000 21600.00 CONCRETE (CONCRETE BAND, 12 IN.) | | | 0077 704-04850 34.300 SYS | 181.80000 6235.74| 374.94000 12860.44| 400.00000 13720.00 CONCRETE (CONCRETE BAND, 6 IN.) | | | 0078 711-04121 32.000 EACH | 30.30000 969.60| 49.38000 1580.16| 60.00000 1920.00 ANCHOR BOLT, AB1 | | | 0079 712-04676 LUMP | 64890.00000 64890.00| 50000.00000 50000.00| 75000.00000 75000.00 BOARDWALK , FLOATING DOCK | | | 0080 715-05149 242.000 LFT | 35.35000 8554.70| 34.63000 8380.46| 60.00000 14520.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0081 715-05152 627.000 LFT | 42.42000 26597.34| 37.90000 23763.30| 70.00000 43890.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0082 715-05422 47.000 LFT | 101.00000 4747.00| 152.16000 7151.52| 175.00000 8225.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0083 715-46010 1.000 EACH | 404.00000 404.00| 752.07000 752.07| 600.00000 600.00 PIPE END SECTION, 18 IN. | | | 0084 715-46020 1.000 EACH | 606.00000 606.00| 779.07000 779.07| 750.00000 750.00 PIPE END SECTION, 24 IN. | | | 0085 720-44000 2.000 EACH | 303.00000 606.00| 783.69000 1567.38| 600.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0086 720-45030 2.000 EACH | 1515.00000 3030.00| 5091.37000 10182.74| 1600.00000 3200.00 INLET, E7 | | | 0087 720-45410 2.000 EACH | 3030.00000 6060.00| 5078.37000 10156.74| 3000.00000 6000.00 MANHOLE, C4 | | | 0088 720-90984 2.000 EACH | 3030.00000 6060.00| 5279.37000 10558.74| 3000.00000 6000.00 MANHOLE, C2 | | | 0089 720-98174 3.000 EACH | 2323.00000 6969.00| 5637.36000 16912.08| 1600.00000 4800.00 INLET, B15 | | | 0090 720-98555 3.000 EACH | 2323.00000 6969.00| 5637.36000 16912.08| 1600.00000 4800.00 INLET, C15 | | | 0091 731-93947 880.000 LFT | 25.25000 22220.00| 31.28000 27526.40| 20.00000 17600.00 LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 732-08419 72.000 SYS | 85.80000 6177.60| 49.16000 3539.52| 90.00000 6480.00 MODULAR BLOCK WALL | | | 0093 732-08420 673.000 SYS | 85.80000 57743.40| 78.04000 52520.92| 130.00000 87490.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0094 732-08421 745.000 SYS | 149.00000 111005.00| 231.89000 172758.05| 220.00000 163900.00 MODULAR BLOCK WALL ERECTION | | | 0095 801-04308 2.000 EACH | 1010.00000 2020.00| 291.00000 582.00| 291.00000 582.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06640 14.000 EACH | 111.10000 1555.40| 122.00000 1708.00| 122.00000 1708.00 CONSTRUCTION SIGN, A | | | 0097 801-06775 LUMP | 21000.00000 21000.00| 2633.00000 2633.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0098 801-07119 5.000 LFT | 101.00000 505.00| 63.74000 318.70| 63.74000 318.70 BARRICADE, III-B | | | 0100 802-04314 1.000 EACH | 1338.25000 1338.25| 1325.00000 1325.00| 850.00000 850.00 SIGN (INTERPRETIVE) | | | 0101 802-04314 1.000 EACH | 434.30000 434.30| 430.00000 430.00| 850.00000 850.00 SIGN (ORNAMENTAL DO NOT ENTER) | | | 0102 802-04314 3.000 EACH | 629.23000 1887.69| 623.00000 1869.00| 850.00000 2550.00 SIGN (ORNAMENTAL HANDICAP PARKING) | | | 0103 802-04314 2.000 EACH | 484.80000 969.60| 480.00000 960.00| 850.00000 1700.00 SIGN (ORNAMENTAL PEDESTRIAN STOP) | | | 0104 802-04314 1.000 EACH | 686.80000 686.80| 680.00000 680.00| 850.00000 850.00 SIGN (ORNAMENTAL VEHICULAR STOP) | | | 0105 805-94069 665.000 LFT | 6.85000 4555.25| 6.78000 4508.70| 8.00000 5320.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0106 805-96014 456.000 LFT | 5.05000 2302.80| 4.93000 2248.08| 6.00000 2736.00 SAW CUT, FULL DEPTH | | | 0107 805-96197 3503.000 LFT | 0.82000 2872.46| 0.81000 2837.43| 0.75000 2627.25 WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | 0108 807-02191 2.000 EACH | 441.37000 882.74| 437.00000 874.00| 515.00000 1030.00 HANDHOLE, LIGHTING | | | 0111 807-03972 2200.000 LFT | 4.51000 9922.00| 4.47000 9834.00| 2.00000 4400.00 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0113 807-86810 2.000 EACH | 3684.48000 7368.96| 3648.00000 7296.00| 2600.00000 5200.00 SERVICE POINT, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 807-95709 2.000 EACH | 17.17000 34.34| 17.00000 34.00| 25.00000 50.00 PHOTOCELLS | | | 0115 808-06713 2563.800 LFT | 2.02000 5178.88| 0.29000 743.50| 0.29000 743.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0116 808-06714 98.650 LFT | 2.02000 199.27| 0.29000 28.61| 0.29000 28.61 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0117 808-06726 12.000 LFT | 10.10000 121.20| 7.03000 84.36| 7.03000 84.36 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0118 808-97664 3.000 EACH | 378.75000 1136.25| 129.00000 387.00| 129.00000 387.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0119 202-01261 6.000 EACH | 1010.00000 6060.00| 500.00000 3000.00| 1000.00000 6000.00 TESTING FOR ASBESTOS | | | 0120 202-05858 10.000 CFT | 202.00000 2020.00| 500.00000 5000.00| 500.00000 5000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0121 621-01004 1.000 EACH | 328.25000 328.25| 325.00000 325.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0122 807-04779 25.000 EACH | 362.59000 9064.75| 359.00000 8975.00| 210.00000 5250.00 CONCRETE FOUNDATION WITH GROUNDING , | | | 16" X 4' | | | 0123 807-04779 34.000 EACH | 444.40000 15109.60| 440.00000 14960.00| 535.00000 18190.00 CONCRETE FOUNDATION WITH GROUNDING , | | | 24" X 6' | | | 0124 807-04654 20.000 EACH | 1770.53000 35410.60| 1753.00000 35060.00| 1785.00000 35700.00 LIGHT POLE , W/BASE, 25' HIGH ALUMINUM, | | | TYPE C | | | 0125 807-03951 1.000 EACH | 5822.65000 5822.65| 5765.00000 5765.00| 3545.00000 3545.00 LIGHT POLE, ORNAMENTAL , 16' TYPE 'A' | | | (FURNISH ONLY) | | | 0126 802-03896 1.000 EACH | 2092.72000 2092.72| 2072.00000 2072.00| 1185.00000 1185.00 BOLLARD , W/O BASE TYPE B (FURNISH ONLY | | | 0127 807-04654 1.000 EACH | 1598.83000 1598.83| 1583.00000 1583.00| 1560.00000 1560.00 LIGHT POLE , W/BASE, 25' HIGH ALUMINUM, | | | TYPE C | | | 0128 807-04654 1.000 EACH | 2128.07000 2128.07| 2107.00000 2107.00| 1840.00000 1840.00 LIGHT POLE , W/BASE 25' HIGH ALUMINUM, | | | TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 200 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : R -28881-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO. INC |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 807-04654 2.000 EACH | 2319.97000 4639.94| 2297.00000 4594.00| 2160.00000 4320.00 LIGHT POLE , W/BASE, 25' HIGH ALUMINUM, | | | TYPE D | | | 0130 807-86910 59.000 EACH | 26.69000 1574.71| 26.43000 1559.37| 37.00000 2183.00 CONNECTOR KIT, UNFUSED | | | 0131 807-86915 59.000 EACH | 26.69000 1574.71| 26.43000 1559.37| 43.00000 2537.00 CONNECTOR KIT, FUSED | | | 0132 807-86920 177.000 EACH | 17.56000 3108.12| 17.39000 3078.03| 33.00000 5841.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0133 807-86925 6.000 EACH | 29.29000 175.74| 29.00000 174.00| 49.00000 294.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0134 807-86930 118.000 EACH | 12.02000 1418.36| 11.90000 1404.20| 33.00000 3894.00 INSULATION LINK, NONWATERPROOFED | | | 0135 807-86935 3.000 EACH | 25.25000 75.75| 25.00000 75.00| 43.00000 129.00 INSULATION LINK, WATERPROOFED | | | 0136 807-03951 12.000 EACH | 6064.04000 72768.48| 6004.00000 72048.00| 3790.00000 45480.00 LIGHT POLE, ORNAMENTAL , W/BASE 16' | | | TYPE 'A' | | | 0137 807-04654 12.000 EACH | 123.22000 1478.64| 122.00000 1464.00| 270.00000 3240.00 LIGHT POLE , ACCESSORY, FLAG BRACKET | | | TYPE 'A' | | | 0138 802-03896 25.000 EACH | 2219.98000 55499.50| 2198.00000 54950.00| 1335.00000 33375.00 BOLLARD , W/O BASE, TYPE 'B' | | | SECTION TOTALS | $ 2,379,730.96| $ 2,461,513.16| $ 2,823,635.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,379,730.96| $ 2,461,513.16| $ 2,823,635.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 205 -1 VENDOR RANKING CALL ORDER : 205 CONTRACT ID : R -28920-A COUNTIES : BROWN LETTING DATE : 05/02/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600472 0600490 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2947439 PIPE LINERS, LTD. $ 151,257.02 100.0000% 2 35-2097364 INDIANA RELINE INC $ 178,975.48 118.3254% 3 35-1817574 YARDBERRY LANDSCAPE $ 208,747.50 138.0085% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 205 -2 TABULATION OF BIDS ROUTE : SR 46 CALL ORDER : 205 CONTRACT ID : R -28920-A COUNTIES : BROWN LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2947439 |( 2 ) 35-2097364 |( 3 ) 35-1817574 |PIPE LINERS, LTD. |INDIANA RELINE INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 500.00000 2500.00| 800.00000 4000.00| 2200.00000 11000.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 17500.00000 17500.00| 5000.00000 5000.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2500.00000 2500.00| 2400.00000 2400.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0007 203-51223 16.000 CYS | 65.00000 1040.00| 65.00000 1040.00| 65.00000 1040.00 EXCAVATION, WATERWAY | | | 0008 616-02320 148.000 SYS | 4.00000 592.00| 10.00000 1480.00| 5.00000 740.00 GEOTEXTILES | | | 0009 616-06405 93.000 TON | 55.00000 5115.00| 65.00000 6045.00| 45.00000 4185.00 RIPRAP, REVETMENT | | | 0010 725-06873 122.000 LFT | 314.30000 38344.60| 373.84000 45608.48| 476.00000 58072.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0011 725-06875 171.000 LFT | 470.02000 80373.42| 600.00000 102600.00| 693.50000 118588.50 PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0012 801-06640 8.000 EACH | 130.00000 1040.00| 200.00000 1600.00| 140.00000 1120.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP | 1750.00000 1750.00| 4200.00000 4200.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 151,257.02| $ 178,975.48| $ 208,747.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 151,257.02| $ 178,975.48| $ 208,747.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -1 VENDOR RANKING CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1116005 1116005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 2,247,905.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,392,984.06 106.4539% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,460,746.38 109.4684% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -2 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 35000.00000 35000.00| 32400.00000 32400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1975.00000 23700.00| 2350.00000 28200.00| 2806.10000 33673.20 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 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 | 110000.00000 110000.00| 120000.00000 120000.00| 117935.36000 117935.36 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 8500.00000 8500.00| 50000.00000 50000.00| 52305.87000 52305.87 CLEARING RIGHT OF WAY | | | 0008 202-02240 9400.000 SYS | 7.00000 65800.00| 7.00000 65800.00| 9.99000 93906.00 PAVEMENT REMOVAL | | | 0009 202-02272 560.000 LFT | 15.00000 8400.00| 9.00000 5040.00| 7.45000 4172.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-78515 LUMP | 1875.00000 1875.00| 3450.00000 3450.00| 1530.00000 1530.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96133 380.000 LFT | 15.00000 5700.00| 20.00000 7600.00| 14.74000 5601.20 PIPE, REMOVE | | | 0012 203-02000 34202.000 CYS | 7.50000 256515.00| 12.00000 410424.00| 14.84000 507557.68 EXCAVATION, COMMON | | | 0013 205-06931 560.800 TON | 35.00000 19628.00| 55.00000 30844.00| 63.40000 35554.72 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 10.000 EACH | 150.00000 1500.00| 70.00000 700.00| 80.00000 800.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 17.500 TON | 450.00000 7875.00| 360.00000 6300.00| 489.30000 8562.75 TEMPORARY MULCHING | | | 0016 205-06936 60.400 TON | 75.00000 4530.00| 55.00000 3322.00| 39.22000 2368.89 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 3455.000 LFT | 1.75000 6046.25| 1.15000 3973.25| 1.36000 4698.80 TEMPORARY SILT FENCE | | | 0018 207-08263 18915.000 SYS | 11.00000 208065.00| 9.00000 170235.00| 8.71000 164749.65 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -3 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 945.000 SYS | 8.00000 7560.00| 15.00000 14175.00| 14.10000 13324.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-07454 438.000 CYS | 12.00000 5256.00| 30.00000 13140.00| 11.91000 5216.58 STRUCTURE BACKFILL | | | 0021 301-07448 2895.000 TON | 15.00000 43425.00| 34.00000 98430.00| 26.71000 77325.45 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 306-08034 5755.000 SYS | 2.50000 14387.50| 2.60000 14963.00| 2.00000 11510.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 401-09058 1770.000 TON | 70.00000 123900.00| 70.00000 123900.00| 59.98000 106164.60 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm-PWL | | | 0024 401-09059 2417.000 TON | 81.00000 195777.00| 65.00000 157105.00| 71.29000 172307.93 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 | | | mm-PWL | | | 0025 401-09060 6800.000 TON | 62.00000 421600.00| 55.00000 374000.00| 50.68000 344624.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm-PWL | | | 0026 402-07453 294.000 TON | 99.00000 29106.00| 110.00000 32340.00| 105.50000 31017.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 406-05520 15.800 TON | 500.00000 7900.00| 400.00000 6320.00| 339.66000 5366.63 ASPHALT FOR TACK COAT | | | 0028 601-01846 1.000 EACH | 2050.00000 2050.00| 1900.00000 1900.00| 2210.00000 2210.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-02206 212.500 LFT | 9.50000 2018.75| 12.50000 2656.25| 11.00000 2337.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0030 601-05999 1.000 EACH | 90.00000 90.00| 54.00000 54.00| 32.00000 32.00 CURVED TERMINAL END | | | 0031 601-06854 3.000 EACH | 3150.00000 9450.00| 2500.00000 7500.00| 3995.00000 11985.00 GUARDRAIL, W-BEAM, NESTED | | | 0032 601-06854 1.000 EACH | 2500.00000 2500.00| 2300.00000 2300.00| 3595.00000 3595.00 GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | 0033 601-08434 1.000 EACH | 975.00000 975.00| 1200.00000 1200.00| 675.00000 675.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0034 601-94689 4.000 EACH | 2950.00000 11800.00| 2700.00000 10800.00| 2450.00000 9800.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-97080 2.000 EACH | 2500.00000 5000.00| 2300.00000 4600.00| 1665.00000 3330.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 618.750 LFT | 20.00000 12375.00| 19.00000 11756.25| 16.00000 9900.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -4 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 610-07486 198.000 TON | 135.00000 26730.00| 165.00000 32670.00| 118.35000 23433.30 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 8.000 EACH | 205.00000 1640.00| 180.00000 1440.00| 156.00000 1248.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 35.000 EACH | 195.00000 6825.00| 150.00000 5250.00| 139.00000 4865.00 RIGHT OF WAY MARKER | | | 0040 615-06505 14.000 EACH | 750.00000 10500.00| 500.00000 7000.00| 621.00000 8694.00 MONUMENT, B | | | 0041 616-02320 3323.000 SYS | 4.00000 13292.00| 2.00000 6646.00| 4.32000 14355.36 GEOTEXTILES | | | 0042 616-05688 370.000 TON | 45.00000 16650.00| 58.00000 21460.00| 79.68000 29481.60 RIPRAP, CLASS 1 | | | 0043 616-06405 90.000 TON | 19.00000 1710.00| 27.00000 2430.00| 48.87000 4398.30 RIPRAP, REVETMENT | | | 0044 616-06451 1124.000 TON | 25.00000 28100.00| 28.00000 31472.00| 56.90000 63955.60 RIPRAP, UNIFORM | | | 0045 621-01004 3.000 EACH | 800.00000 2400.00| 630.00000 1890.00| 275.00000 825.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 2.000 TON | 500.00000 1000.00| 470.00000 940.00| 652.00000 1304.00 FERTILIZER | | | 0047 621-06553 820.000 LBS | 8.00000 6560.00| 2.35000 1927.00| 3.43000 2812.60 SEED MIXTURE, R | | | 0048 621-06557 1050.000 LBS | 7.00000 7350.00| 2.25000 2362.50| 2.70000 2835.00 SEED MIXTURE, T | | | 0049 621-06565 9.700 TON | 500.00000 4850.00| 370.00000 3589.00| 498.00000 4830.60 MULCHING MATERIAL | | | 0050 621-06567 285.000 kGAL | 1.00000 285.00| 1.05000 299.25| 10.00000 2850.00 WATER , FOR SODDING | | | 0051 621-06575 5070.000 SYS | 5.00000 25350.00| 2.90000 14703.00| 2.70000 13689.00 SODDING, NURSERY | | | 0052 622-52436 4.000 EACH | 35.00000 140.00| 32.00000 128.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 714-93978 77.000 LFT | 250.00000 19250.00| 300.00000 23100.00| 245.27000 18885.79 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0054 715-02397 2.000 EACH | 1800.00000 3600.00| 2400.00000 4800.00| 2282.29000 4564.58 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0055 715-05019 68.000 LFT | 45.00000 3060.00| 97.00000 6596.00| 102.09000 6942.12 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -5 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05169 245.000 LFT | 18.00000 4410.00| 38.00000 9310.00| 29.23000 7161.35 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-05171 88.000 LFT | 25.00000 2200.00| 41.00000 3608.00| 56.01000 4928.88 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0058 715-05173 121.500 LFT | 32.00000 3888.00| 49.00000 5953.50| 59.59000 7240.19 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0059 715-26764 4.000 EACH | 5400.00000 21600.00| 7200.00000 28800.00| 5851.91000 23407.64 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0060 715-97686 12.000 EACH | 5200.00000 62400.00| 7150.00000 85800.00| 5902.96000 70835.52 GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0061 801-01851 LUMP | 50000.00000 50000.00| 32000.00000 32000.00| 42600.00000 42600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0062 801-03290 10.000 EACH | 155.00000 1550.00| 130.00000 1300.00| 125.00000 1250.00 CONSTRUCTION SIGN, C | | | 0063 801-06203 2900.000 LFT | 1.02000 2958.00| 0.80000 2320.00| 0.75000 2175.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0064 801-06207 23955.000 LFT | 1.09000 26110.95| 0.90000 21559.50| 0.85000 20361.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0065 801-06577 48.000 LFT | 9.00000 432.00| 5.30000 254.40| 5.10000 244.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0066 801-06625 110.000 EACH | 125.00000 13750.00| 103.00000 11330.00| 98.00000 10780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 49.000 EACH | 160.00000 7840.00| 132.00000 6468.00| 128.00000 6272.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 10.000 EACH | 65.00000 650.00| 43.00000 430.00| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP | 65000.00000 65000.00| 80000.00000 80000.00| 39843.14000 39843.14 MAINTAINING TRAFFIC | | | 0070 801-07023 6.000 EACH | 5975.00000 35850.00| 0.01000 0.06| 4135.00000 24810.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0071 801-07119 72.000 LFT | 23.00000 1656.00| 19.00000 1368.00| 18.00000 1296.00 BARRICADE, III-B | | | 0072 801-07612 12.000 LFT | 6.00000 72.00| 4.20000 50.40| 4.00000 48.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0073 801-08401 950.000 LFT | 29.00000 27550.00| 38.00000 36100.00| 36.52000 34694.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0074 801-09133 3.000 EACH | 6900.00000 20700.00| 6600.00000 19800.00| 6400.00000 19200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -6 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-94295 2.000 EACH | 625.00000 1250.00| 260.00000 520.00| 464.00000 928.00 SIGNAL HEAD, RELOCATE | | | 0076 801-97643 1300.000 LFT | 5.75000 7475.00| 5.00000 6500.00| 4.85000 6305.00 TEMPORARY BUZZ STRIPS | | | 0077 802-05701 221.000 LFT | 14.25000 3149.25| 15.00000 3315.00| 11.70000 2585.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0078 802-05702 81.000 LFT | 14.55000 1178.55| 17.00000 1377.00| 11.90000 963.90 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0079 802-05706 176.000 LFT | 14.25000 2508.00| 15.00000 2640.00| 11.70000 2059.20 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0080 802-76025 217.000 SFT | 20.00000 4340.00| 13.50000 2929.50| 17.40000 3775.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 63.000 SFT | 21.00000 1323.00| 14.40000 907.20| 17.90000 1127.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 87.000 SFT | 23.00000 2001.00| 19.00000 1653.00| 19.00000 1653.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 805-01815 2.000 EACH | 2475.00000 4950.00| 1900.00000 3800.00| 1970.00000 3940.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01879 1.000 EACH | 675.00000 675.00| 475.00000 475.00| 426.00000 426.00 SIGNAL SERVICE, INSTALL | | | 0085 805-02087 LUMP | 500.00000 500.00| 525.00000 525.00| 367.00000 367.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0086 805-78010 1.000 EACH | 1300.00000 1300.00| 1310.00000 1310.00| 990.00000 990.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE , NEMA 2-CIRCUIT | | | 0087 805-78195 6.000 EACH | 495.00000 2970.00| 340.00000 2040.00| 347.00000 2082.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0088 805-78415 1.000 EACH | 2200.00000 2200.00| 1550.00000 1550.00| 1710.00000 1710.00 SPAN, CATENARY, AND TETHER | | | 0089 805-78420 1.000 EACH | 399.00000 399.00| 300.00000 300.00| 287.00000 287.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 225 -7 TABULATION OF BIDS ROUTE : US 421 CALL ORDER : 225 CONTRACT ID : R -29034-A COUNTIES : CARROLL LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 805-78467 35.000 LFT | 3.00000 105.00| 1.90000 66.50| 2.47000 86.45 SIGNAL CABLE, 3C 8GA. | | | 0091 805-78480 120.000 LFT | 2.50000 300.00| 1.50000 180.00| 1.61000 193.20 SIGNAL CABLE, 3C 14GA. | | | 0092 805-78485 140.000 LFT | 2.95000 413.00| 1.60000 224.00| 2.25000 315.00 SIGNAL CABLE, 5C 14GA. | | | 0093 805-81032 2.000 EACH | 3800.00000 7600.00| 4200.00000 8400.00| 3400.00000 6800.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0094 808-06703 10900.000 LFT | 0.40000 4360.00| 0.31000 3379.00| 0.29000 3161.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0095 808-06716 8875.000 LFT | 0.48000 4260.00| 0.33000 2928.75| 0.32000 2840.00 LINE, REMOVE | | | 0096 808-75245 14000.000 LFT | 0.40000 5600.00| 0.31000 4340.00| 0.29000 4060.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0097 808-75290 180.000 LFT | 6.25000 1125.00| 5.50000 990.00| 5.25000 945.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0098 808-75297 95.000 LFT | 6.25000 593.75| 5.50000 522.50| 5.25000 498.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0099 808-75320 8.000 EACH | 115.00000 920.00| 100.00000 800.00| 95.00000 760.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 4.000 EACH | 175.00000 700.00| 140.00000 560.00| 135.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75996 75.000 EACH | 35.00000 2625.00| 23.00000 1725.00| 21.65000 1623.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0102 808-75998 110.000 EACH | 35.00000 3850.00| 33.50000 3685.00| 31.95000 3514.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-92027 1725.000 LFT | 1.75000 3018.75| 1.25000 2156.25| 1.20000 2070.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,247,905.75| $ 2,392,984.06| $ 2,460,746.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,247,905.75| $ 2,392,984.06| $ 2,460,746.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 305 -1 VENDOR RANKING CALL ORDER : 305 CONTRACT ID : RS-28707-A COUNTIES : FLOYD HARRISON LETTING DATE : 05/02/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 09/30/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4922002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,437,278.69 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,707,000.00 118.7661% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 305 -2 TABULATION OF BIDS ROUTE : 111 CALL ORDER : 305 CONTRACT ID : RS-28707-A COUNTIES : FLOYD HARRISON LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |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 105-07039 6.000 MOS | 2150.00000 12900.00| 1250.00000 7500.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 50000.00000 50000.00| 85350.00000 85350.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 2184.000 TON | 25.00000 54600.00| 22.00000 48048.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 4200.000 TON | 56.00000 235200.00| 81.00000 340200.00| HMA PATCHING, TYPE C | | | 0008 306-08034 160842.000 SYS | 0.22000 35385.24| 0.70000 112589.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 306-08043 3000.000 SYS | 2.30000 6900.00| 1.35000 4050.00| MILLING, TRANSITION | | | 0010 306-08432 7963.000 SYS | 0.55000 4379.65| 2.70000 21500.10| MILLING, APPROACH | | | 0011 401-06264 LUMP | 3500.00000 3500.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0012 401-07328 13720.000 TON | 50.00000 686000.00| 53.00000 727160.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0013 402-07452 650.000 TON | 54.00000 35100.00| 65.00000 42250.00| HMA WEDGE AND LEVEL, TYPE C | | | 0014 404-05512 86291.000 SYS | 0.90000 77661.90| 0.90000 77661.90| SEAL COAT, 3 | | | 0015 406-05520 47.000 TON | 475.00000 22325.00| 305.00000 14335.00| ASPHALT FOR TACK COAT | | | 0016 610-07488 657.000 TON | 87.00000 57159.00| 77.00000 50589.00| HMA FOR APPROACHES, TYPE C | | | 0017 615-06525 1.000 EACH | 330.00000 330.00| 1100.00000 1100.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 720-44000 3.000 EACH | 220.00000 660.00| 300.00000 900.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 305 -3 TABULATION OF BIDS ROUTE : 111 CALL ORDER : 305 CONTRACT ID : RS-28707-A COUNTIES : FLOYD HARRISON LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06203 8000.000 LFT | 0.35000 2800.00| 0.35000 2800.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 8000.000 LFT | 0.95000 7600.00| 1.00000 8000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 33.000 EACH | 115.00000 3795.00| 115.00000 3795.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 72000.00000 72000.00| 89579.95000 89579.95| MAINTAINING TRAFFIC | | | 0023 805-02503 2750.000 LFT | 0.36000 990.00| 0.36000 990.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78510 275.000 LFT | 1.00000 275.00| 1.00000 275.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0025 805-78795 880.000 LFT | 7.68000 6758.40| 7.68000 6758.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 805-92951 6.000 EACH | 144.00000 864.00| 144.00000 864.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0028 808-06712 5885.000 LFT | 0.10000 588.50| 0.10000 588.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 120776.000 LFT | 0.10000 12077.60| 0.10000 12077.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 79210.000 LFT | 0.10000 7921.00| 0.10000 7921.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75297 300.000 LFT | 6.00000 1800.00| 6.00000 1800.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75320 21.000 EACH | 100.00000 2100.00| 100.00000 2100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 11.000 EACH | 150.00000 1650.00| 150.00000 1650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 808-75340 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0038 808-75996 822.000 EACH | 6.55000 5384.10| 3.65000 3000.30| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 1383.000 EACH | 15.30000 21159.90| 15.15000 20952.45| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 305 -4 TABULATION OF BIDS ROUTE : 111 CALL ORDER : 305 CONTRACT ID : RS-28707-A COUNTIES : FLOYD HARRISON LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-92027 3346.000 LFT | 0.80000 2676.80| 0.80000 2676.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0041 808-06705 1952.000 LFT | 0.80000 1561.60| 0.80000 1561.60| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0042 808-06706 180.000 LFT | 6.00000 1080.00| 6.00000 1080.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0043 808-96016 251.000 LFT | 3.00000 753.00| 3.00000 753.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0044 808-75994 14.000 EACH | 10.00000 140.00| 10.00000 140.00| PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 1,437,278.69| $ 1,707,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,437,278.69| $ 1,707,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : RS-28709-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 05/02/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 07/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1413012 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE O`MARA CONTRACTOR $ 1,295,334.05 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,664,000.00 128.4611% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 310 -2 TABULATION OF BIDS ROUTE : 135 CALL ORDER : 310 CONTRACT ID : RS-28709-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |DAVE O`MARA CONTRACTOR |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 | 5000.00000 5000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| 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 | 50000.00000 50000.00| 83200.00000 83200.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-07449 3567.000 TON | 20.00000 71340.00| 22.80000 81327.60| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 500.000 TON | 85.00000 42500.00| 145.00000 72500.00| HMA PATCHING, TYPE B | | | 0009 306-08033 202998.000 SYS | 0.25000 50749.50| 0.65000 131948.70| MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 3000.000 SYS | 0.25000 750.00| 1.30000 3900.00| MILLING, TRANSITION | | | 0011 306-08432 15406.000 SYS | 0.25000 3851.50| 1.70000 26190.20| MILLING, APPROACH | | | 0012 401-07321 16015.000 TON | 48.00000 768720.00| 52.90000 847193.50| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 402-07433 733.000 TON | 70.00000 51310.00| 59.50000 43613.50| HMA SURFACE, TYPE B | | | 0014 402-07451 500.000 TON | 60.00000 30000.00| 63.00000 31500.00| HMA WEDGE AND LEVEL, TYPE B | | | 0015 406-05520 57.000 TON | 300.00000 17100.00| 350.00000 19950.00| ASPHALT FOR TACK COAT | | | 0016 610-07487 1271.000 TON | 70.00000 88970.00| 98.00000 124558.00| HMA FOR APPROACHES, TYPE B | | | 0017 615-06527 7.000 EACH | 800.00000 5600.00| 1150.00000 8050.00| MONUMENT, SECTION CORNER | | | 0018 720-44000 3.000 EACH | 500.00000 1500.00| 300.00000 900.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 310 -3 TABULATION OF BIDS ROUTE : 135 CALL ORDER : 310 CONTRACT ID : RS-28709-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06203 7568.000 LFT | 0.50000 3784.00| 0.35000 2648.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 7568.000 LFT | 1.00000 7568.00| 1.00000 7568.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 50.000 EACH | 120.00000 6000.00| 115.00000 5750.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 22000.00000 22000.00| 100045.71000 100045.71| MAINTAINING TRAFFIC | | | 0023 808-06712 9808.000 LFT | 0.11000 1078.88| 0.14000 1373.12| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 151220.000 LFT | 0.11000 16634.20| 0.12000 18146.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 86227.000 LFT | 0.11000 9484.97| 0.11000 9484.97| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75996 1768.000 EACH | 5.00000 8840.00| 4.00000 7072.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1770.000 EACH | 15.00000 26550.00| 14.45000 25576.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,295,334.05| $ 1,664,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,295,334.05| $ 1,664,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 375 -1 VENDOR RANKING CALL ORDER : 375 CONTRACT ID : B -28836-A COUNTIES : KOSCIUSKO LETTING DATE : 05/02/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/10/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2006021 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 677,956.00 100.0000% 2 35-1374866 PRIMCO, INC. $ 681,264.41 100.4880% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 735,317.37 108.4609% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 375 -2 TABULATION OF BIDS ROUTE : US 30 CALL ORDER : 375 CONTRACT ID : B -28836-A COUNTIES : KOSCIUSKO LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 35-1339168 |R L MCCOY INC |PRIMCO, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 3600.00000 3600.00| 17175.40000 17175.40| 4544.17000 4544.17 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 285.00000 285.00| 318.00000 318.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 75.00000 300.00| 120.00000 480.00| 106.00000 424.00 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 110-01001 LUMP | 34000.00000 34000.00| 34063.22000 34063.22| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6500.00000 6500.00| 6812.64000 6812.64| 3411.25000 3411.25 CLEARING RIGHT OF WAY | | | 0007 202-02240 604.000 SYS | 34.00000 20536.00| 45.00000 27180.00| 28.66000 17310.64 PAVEMENT REMOVAL | | | 0008 202-02241 1493.000 LFT | 2.00000 2986.00| 2.00000 2986.00| 2.00000 2986.00 GUARDRAIL, REMOVE | | | 0009 202-02272 180.000 LFT | 20.00000 3600.00| 22.00000 3960.00| 12.81000 2305.80 PAVED SIDE DITCH, REMOVE | | | 0010 202-51328 LUMP | 80000.00000 80000.00| 29500.00000 29500.00| 72339.05000 72339.05 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-51822 654.000 SYS | 26.00000 17004.00| 31.50000 20601.00| 7.56000 4944.24 BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-94425 1.100 SYS | 700.00000 770.00| 85.00000 93.50| 508.02000 558.82 APRON, REMOVE | | | 0013 202-96133 20.000 LFT | 15.00000 300.00| 38.00000 760.00| 14.82000 296.40 PIPE, REMOVE | | | 0014 203-02000 80.000 CYS | 20.00000 1600.00| 34.00000 2720.00| 33.14000 2651.20 EXCAVATION, COMMON | | | 0015 203-02070 150.000 CYS | 15.00000 2250.00| 50.00000 7500.00| 23.41000 3511.50 BORROW | | | 0016 203-90014 13.000 STA | 500.00000 6500.00| 700.00000 9100.00| 729.48000 9483.24 LINEAR GRADING | | | 0017 302-07455 112.000 CYS | 90.00000 10080.00| 70.00000 7840.00| 61.92000 6935.04 DENSE GRADED SUBBASE | | | 0018 306-08034 440.000 SYS | 6.00000 2640.00| 7.45000 3278.00| 5.56000 2446.40 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 375 -3 TABULATION OF BIDS ROUTE : US 30 CALL ORDER : 375 CONTRACT ID : B -28836-A COUNTIES : KOSCIUSKO LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 35-1339168 |R L MCCOY INC |PRIMCO, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05521 440.000 SYS | 1.00000 440.00| 1.00000 440.00| 1.00000 440.00 ASPHALT FOR TACK COAT | | | 0020 502-06329 356.000 SYS | 90.00000 32040.00| 85.00000 30260.00| 78.43000 27921.08 PCCP, 12 IN. | | | 0021 503-05310 160.000 LFT | 140.00000 22400.00| 150.00000 24000.00| 283.95000 45432.00 TERMINAL JOINT | | | 0022 601-01522 4.000 EACH | 1875.00000 7500.00| 1875.00000 7500.00| 1875.00000 7500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH | 4050.00000 8100.00| 4050.00000 8100.00| 4050.00000 8100.00 GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 375.000 LFT | 16.20000 6075.00| 16.20000 6075.00| 16.20000 6075.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99108 325.000 LFT | 23.75000 7718.75| 23.75000 7718.75| 23.75000 7718.75 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0027 602-06729 12.000 EACH | 10.00000 120.00| 10.00000 120.00| 15.00000 180.00 BARRIER DELINEATOR | | | 0028 606-07484 1915.000 LFT | 1.25000 2393.75| 1.85000 3542.75| 1.25000 2393.75 MILLED HMA SHOULDER CORRUGATIONS | | | 0029 610-06259 388.000 SYS | 100.00000 38800.00| 85.00000 32980.00| 95.10000 36898.80 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 610-07488 650.000 TON | 103.00000 66950.00| 102.50000 66625.00| 101.26000 65819.00 HMA FOR APPROACHES, TYPE C | | | 0031 616-02320 436.000 SYS | 3.00000 1308.00| 3.50000 1526.00| 2.25000 981.00 GEOTEXTILES | | | 0032 616-06405 308.000 TON | 30.00000 9240.00| 50.00000 15400.00| 69.26000 21332.08 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 2500.000 SYS | 1.02000 2550.00| 1.02000 2550.00| 1.02000 2550.00 MULCHED SEEDING, R | | | 0035 702-51863 228.000 EACH | 23.00000 5244.00| 20.00000 4560.00| 9.59000 2186.52 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-51032 22032.000 LBS | 1.00000 22032.00| 1.50000 33048.00| 0.97000 21371.04 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 375 -4 TABULATION OF BIDS ROUTE : US 30 CALL ORDER : 375 CONTRACT ID : B -28836-A COUNTIES : KOSCIUSKO LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 35-1339168 |R L MCCOY INC |PRIMCO, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 703-97936 128.000 EACH | 18.00000 2304.00| 27.00000 3456.00| 22.89000 2929.92 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 5.600 CYS | 3500.00000 19600.00| 1195.00000 6692.00| 4386.14000 24562.38 CONCRETE, C, SUPERSTRUCTURE | | | 0039 704-51106 8.000 EACH | 40.00000 320.00| 425.00000 3400.00| 196.12000 1568.96 DECK DRAIN | | | 0040 706-05732 8.000 EACH | 1500.00000 12000.00| 1000.00000 8000.00| 1898.10000 15184.80 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 709-51821 LUMP | 1200.00000 1200.00| 7238.60000 7238.60| 2460.00000 2460.00 SURFACE SEAL | | | 0042 715-05146 20.000 LFT | 20.00000 400.00| 53.00000 1060.00| 31.80000 636.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0043 720-02412 10.000 SYS | 100.00000 1000.00| 49.00000 490.00| 183.44000 1834.40 INLET APRON | | | 0044 722-51401 880.000 SFT | 40.00000 35200.00| 17.00000 14960.00| 52.00000 45760.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 654.000 SYS | 92.00000 60168.00| 85.00000 55590.00| 105.08000 68722.32 BRIDGE DECK OVERLAY | | | 0046 722-51846 8.400 CYS | 330.00000 2772.00| 400.00000 3360.00| 400.00000 3360.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 880.000 SFT | 32.00000 28160.00| 15.00000 13200.00| 32.87000 28925.60 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 632.000 SYS | 2.00000 1264.00| 15.55000 9827.60| 8.60000 5435.20 SURFACE MILLING | | | 0049 801-04308 3.000 EACH | 225.00000 675.00| 225.00000 675.00| 225.00000 675.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06203 1052.000 LFT | 0.60000 631.20| 0.60000 631.20| 0.19000 199.88 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 7204.000 LFT | 1.05000 7564.20| 1.05000 7564.20| 0.97000 6987.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 20.000 EACH | 154.00000 3080.00| 154.00000 3080.00| 132.00000 2640.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH | 120.00000 240.00| 120.00000 240.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 11.50000 2070.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP | 17000.00000 17000.00| 63749.45000 63749.45| 17849.78000 17849.78 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 375 -5 TABULATION OF BIDS ROUTE : US 30 CALL ORDER : 375 CONTRACT ID : B -28836-A COUNTIES : KOSCIUSKO LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 35-1339168 |R L MCCOY INC |PRIMCO, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-07024 2.000 EACH | 5150.00000 10300.00| 5150.00000 10300.00| 5150.00000 10300.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0057 801-07118 12.000 LFT | 8.65000 103.80| 8.65000 103.80| 17.50000 210.00 BARRICADE, III-A | | | 0058 801-07119 72.000 LFT | 11.30000 813.60| 11.30000 813.60| 13.50000 972.00 BARRICADE, III-B | | | 0059 801-08401 560.000 LFT | 30.00000 16800.00| 30.00000 16800.00| 38.50000 21560.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0060 801-08508 600.000 LFT | 32.00000 19200.00| 33.00000 19800.00| 48.50000 29100.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0061 808-03002 460.000 LFT | 0.90000 414.00| 0.90000 414.00| 0.90000 414.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0062 808-03631 1360.000 LFT | 0.90000 1224.00| 0.90000 1224.00| 0.90000 1224.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0063 808-03632 1150.000 LFT | 0.90000 1035.00| 0.90000 1035.00| 2.00000 2300.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 2322.000 LFT | 0.35000 812.70| 0.35000 812.70| 0.34000 789.48 LINE, REMOVE | | | 0065 808-75996 10.000 EACH | 20.00000 200.00| 22.00000 220.00| 229.00000 2290.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 10.000 EACH | 9.60000 96.00| 9.60000 96.00| 55.00000 550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 677,956.00| $ 681,264.41| $ 735,317.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 677,956.00| $ 681,264.41| $ 735,317.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -1 VENDOR RANKING CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/12/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 1652018 1652018 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 963,824.61 100.0000% 2 32-0154474 JCI BRIDGE GROUP INC $ 1,026,676.39 106.5211% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Initial Group | | | 0001 105-06845 LUMP | 5331.32000 5331.32| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2771.50000 16629.00| 3800.00000 22800.00| FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 371.00000 371.00| 200.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 159.00000 954.00| 100.00000 600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 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 | 48000.00000 48000.00| 52000.00000 52000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02240 397.000 SYS | 28.11000 11159.67| 20.00000 7940.00| PAVEMENT REMOVAL | | | 0010 202-02241 350.000 LFT | 4.50000 1575.00| 4.50000 1575.00| GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 169026.62000 169026.62| 122000.00000 122000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-74095 1.000 EACH | 720.00000 720.00| 720.00000 720.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0013 202-82067 2.000 EACH | 265.00000 530.00| 265.00000 530.00| SIGN CIRCUITRY, BRIDGE BRACKET, REMOVE | | | 0014 202-82069 LUMP | 265.00000 265.00| 265.00000 265.00| UNDERPASS CIRCUITRY, REMOVE | | | 0015 203-02000 108.000 CYS | 27.15000 2932.20| 25.00000 2700.00| EXCAVATION, COMMON | | | 0016 211-06467 21.500 CYS | 131.95000 2836.93| 65.00000 1397.50| AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 39.000 CYS | 88.99000 3470.61| 32.00000 1248.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 213-04324 10.000 CYS | 166.84000 1668.40| 175.00000 1750.00| FLOWABLE FILL | | | 0019 302-07455 63.500 CYS | 72.11000 4578.99| 65.00000 4127.50| DENSE GRADED SUBBASE | | | 0020 306-08043 471.200 SYS | 5.99000 2822.49| 10.00000 4712.00| MILLING, TRANSITION | | | 0021 402-07433 9.000 TON | 350.00000 3150.00| 350.00000 3150.00| HMA SURFACE, TYPE B | | | 0022 406-05521 2214.000 SYS | 0.06000 132.84| 0.06000 132.84| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH | 2075.00000 8300.00| 2075.00000 8300.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-05399 LUMP | 650.00000 650.00| 650.00000 650.00| GUARDRAIL , PROTECTION ANGLE ,REMOVE | | | AND RESET | | | 0026 601-05999 1.000 EACH | 60.00000 60.00| 60.00000 60.00| CURVED TERMINAL END | | | 0027 601-06233 2.000 EACH | 8700.00000 17400.00| 8700.00000 17400.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0028 601-94689 1.000 EACH | 2675.00000 2675.00| 2675.00000 2675.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 359.000 LFT | 19.25000 6910.75| 19.25000 6910.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 601-99132 4.000 EACH | 65.00000 260.00| 65.00000 260.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0031 602-06729 16.000 EACH | 10.00000 160.00| 9.00000 144.00| BARRIER DELINEATOR | | | 0032 603-06045 40.000 LFT | 48.00000 1920.00| 48.00000 1920.00| FENCE, CHAIN LINK, 48 IN. | | | 0033 603-06065 70.000 LFT | 19.00000 1330.00| 19.00000 1330.00| FENCE, CHAIN LINK, RESET | | | 0034 609-06259 396.000 SYS | 93.51000 37029.96| 93.00000 36828.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0035 610-07488 241.000 TON | 32.00000 7712.00| 32.00000 7712.00| HMA FOR APPROACHES, TYPE C | | | 0036 616-02320 115.000 SYS | 8.55000 983.25| 4.00000 460.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 616-51367 4.000 SYS | 370.66000 1482.64| 80.00000 320.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0038 616-93772 4.000 EACH | 297.49000 1189.96| 150.00000 600.00| INSPECTION HOLE | | | 0039 619-98427 10.000 EACH | 526.91000 5269.10| 100.00000 1000.00| CLEAN DRAINS | | | 0040 621-01004 3.000 EACH | 325.00000 975.00| 325.00000 975.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06560 1062.000 SYS | 1.28000 1359.36| 1.28000 1359.36| MULCHED SEEDING, U | | | 0042 702-51005 33.100 CYS | 899.04000 29758.22| 700.00000 23170.00| CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51863 1116.000 EACH | 10.30000 11494.80| 14.00000 15624.00| FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-93722 17.700 CYS | 493.09000 8727.69| 400.00000 7080.00| CONCRETE, C | | | 0045 703-51032 40352.000 LBS | 0.95000 38334.40| 1.25000 50440.00| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 136.000 CYS | 497.64000 67679.04| 500.00000 68000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 13.000 CYS | 1016.37000 13212.81| 1200.00000 15600.00| CONCRETE, C, RAILING | | | 0048 708-51814 168.000 SFT | 16.87000 2834.16| 12.00000 2016.00| WELDED STEEL WIRE FABRIC | | | 0049 709-51821 LUMP | 6500.00000 6500.00| 7000.00000 7000.00| SURFACE SEAL | | | 0050 710-51870 41.000 SFT | 100.00000 4100.00| 175.00000 7175.00| REPOINTING MASONRY IN STRUCTURES | | | 0051 711-51035 1837.000 LBS | 3.54000 6502.98| 11.00000 20207.00| STRUCTURAL STEEL | | | 0052 715-05149 104.000 LFT | 35.22000 3662.88| 42.00000 4368.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0053 720-98174 2.000 EACH | 2244.18000 4488.36| 2500.00000 5000.00| INLET, B15 | | | 0054 720-98555 2.000 EACH | 2244.18000 4488.36| 2500.00000 5000.00| INLET, C15 | | | 0055 722-51401 1928.000 SFT | 18.00000 34704.00| 42.00000 80976.00| BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 722-51842 1428.000 SYS | 60.20000 85965.60| 80.00000 114240.00| BRIDGE DECK OVERLAY | | | 0057 722-51846 11.900 CYS | 400.00000 4760.00| 400.00000 4760.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0058 722-51852 1928.000 SFT | 18.00000 34704.00| 18.00000 34704.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0059 722-60824 1428.000 SYS | 6.99000 9981.72| 12.00000 17136.00| SURFACE MILLING | | | 0060 724-51925 155.000 LFT | 199.28000 30888.40| 160.00000 24800.00| STRUCTURAL EXPANSION JOINT, SS | | | 0061 728-98377 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| MASONRY COATING | | | 0063 801-01093 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-03291 2.000 EACH | 70.00000 140.00| 70.00000 140.00| CONSTRUCTION SIGN, D | | | 0065 801-06207 9574.000 LFT | 0.81000 7754.94| 0.81000 7754.94| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06640 105.000 EACH | 142.00000 14910.00| 142.00000 14910.00| CONSTRUCTION SIGN, A | | | 0067 801-06645 7.000 EACH | 40.00000 280.00| 40.00000 280.00| CONSTRUCTION SIGN, B | | | 0068 801-06710 1080.000 DAY | 12.00000 12960.00| 12.00000 12960.00| FLASHING ARROW SIGN | | | 0069 801-06775 LUMP | 22519.56000 22519.56| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0070 801-07024 2.000 EACH | 6350.00000 12700.00| 6350.00000 12700.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0071 801-07118 168.000 LFT | 19.00000 3192.00| 19.00000 3192.00| BARRICADE, III-A | | | 0072 801-08401 450.000 LFT | 28.17000 12676.50| 27.00000 12150.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0073 801-08508 930.000 LFT | 32.12000 29871.60| 31.00000 28830.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0074 802-02158 1.000 EACH | 750.00000 750.00| 750.00000 750.00| SIGN, PANEL, REMOVE AND REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 802-07102 1.000 EACH | 9100.00000 9100.00| 9100.00000 9100.00| SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0076 802-07159 1.000 EACH | 3650.00000 3650.00| 3650.00000 3650.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0077 802-76140 1.000 EACH | 23200.00000 23200.00| 23200.00000 23200.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0078 805-86900 1.000 EACH | 400.00000 400.00| 400.00000 400.00| JUNCTION BOX | | | 0079 807-02191 1.000 EACH | 850.00000 850.00| 850.00000 850.00| HANDHOLE, LIGHTING | | | 0080 807-06935 4.000 EACH | 24.00000 96.00| 24.00000 96.00| INSULATING LINK, WATERPROOFED | | | 0081 807-07580 100.000 LFT | 8.95000 895.00| 8.95000 895.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0082 807-82054 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0083 807-86750 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0084 807-86925 4.000 EACH | 25.00000 100.00| 25.00000 100.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0085 807-86950 2.000 EACH | 40.00000 80.00| 40.00000 80.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0086 808-03002 1280.000 LFT | 0.15000 192.00| 0.15000 192.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0087 808-03632 4794.000 LFT | 0.15000 719.10| 0.15000 719.10| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0088 808-05534 270.000 LFT | 0.26000 70.20| 0.26000 70.20| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0089 808-05535 48.000 LFT | 5.65000 271.20| 5.65000 271.20| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0090 808-06716 1584.000 LFT | 0.65000 1029.60| 0.65000 1029.60| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 390 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 390 CONTRACT ID : B -29092-A COUNTIES : ELKHART LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( ) |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 808-74811 30.000 LFT | 0.18000 5.40| 0.18000 5.40| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0092 709-04647 LUMP | 21000.00000 21000.00| 21000.00000 21000.00| FIBER WRAP CONCRETE CASING SYSTEM | | | SECTION TOTALS | $ 963,824.61| $ 1,026,676.39| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 963,824.61| $ 1,026,676.39| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 393 -1 VENDOR RANKING CALL ORDER : 393 CONTRACT ID : B -29119-B COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 05/15/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 9932042 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,752,921.05 100.0000% 2 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,933,969.86 110.3284% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 393 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 393 CONTRACT ID : B -29119-B COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 05-0558668 |( ) |FORCE CONSTRUCTION CO. INC. |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW PEDESTRIAN BRIDGE | | | 0001 105-06845 LUMP | 15300.00000 15300.00| 8625.05000 8625.05| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1900.00000 17100.00| 3226.76000 29040.84| FIELD OFFICE, B | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 95000.00000 95000.00| 96698.49000 96698.49| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 21226.00000 21226.00| 16994.04000 16994.04| CLEARING RIGHT OF WAY | | | 0007 203-02000 3.000 CYS | 27.25000 81.75| 267.21000 801.63| EXCAVATION, COMMON | | | 0008 203-02070 407.000 CYS | 18.78000 7643.46| 38.11000 15510.77| BORROW | | | 0010 206-51220 105.000 CYS | 76.00000 7980.00| 47.70000 5008.50| EXCAVATION, WET | | | 0011 206-51230 50.000 CYS | 52.84000 2642.00| 50.09000 2504.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 445.000 CYS | 38.84000 17283.80| 37.85000 16843.25| STRUCTURE BACKFILL | | | 0013 301-07448 117.000 TON | 23.34000 2730.78| 31.49000 3684.33| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 402-07432 28.000 TON | 103.35000 2893.80| 161.72000 4528.16| HMA SURFACE, TYPE A | | | 0015 402-07435 37.000 TON | 83.65000 3095.05| 134.77000 4986.49| HMA INTERMEDIATE, TYPE A | | | 0016 601-95344 730.340 LFT | 330.00000 241012.20| 328.26000 239741.41| HANDRAIL, PEDESTRIAN | | | 0017 610-08446 184.000 SYS | 55.40000 10193.60| 96.58000 17770.72| PCCP FOR APPROACHES, 6 IN. | | | 0018 616-02320 437.000 SYS | 3.00000 1311.00| 3.71000 1621.27| GEOTEXTILES | | | 0019 616-05688 429.000 TON | 27.30000 11711.70| 23.33000 10008.57| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 393 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 393 CONTRACT ID : B -29119-B COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 05-0558668 |( ) |FORCE CONSTRUCTION CO. INC. |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-01004 1.000 EACH | 525.00000 525.00| 506.72000 506.72| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06560 1600.000 SYS | 1.04000 1664.00| 1.34000 2144.00| MULCHED SEEDING, U | | | 0022 701-51195 1216.000 LFT | 53.00000 64448.00| 19.07000 23189.12| PILE, STEEL H, HP 12 X 53 | | | 0023 701-91792 36.000 EACH | 115.00000 4140.00| 131.65000 4739.40| PILE TIP, STEEL H | | | 0024 702-51005 76.900 CYS | 1171.90000 90119.11| 704.38000 54166.82| CONCRETE, A, SUBSTRUCTURE | | | 0025 703-51030 8696.000 LBS | 1.37000 11913.52| 1.23000 10696.08| REINFORCING STEEL | | | 0026 703-51032 12468.000 LBS | 1.40000 17455.20| 1.34000 16707.12| REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 88.100 CYS | 952.00000 83871.20| 1809.21000 159391.40| CONCRETE, C, SUPERSTRUCTURE | | | 0028 709-51821 LUMP | 1760.00000 1760.00| 4743.78000 4743.78| SURFACE SEAL | | | 0029 711-04759 LUMP | 65805.00000 65805.00| 78241.68000 78241.68| STEEL CASTINGS | | | 0030 711-51038 LUMP | 852968.00000 852968.00| 995269.51000 995269.51| STRUCTURAL STEEL | | | 0031 715-92037 3.000 LFT | 70.00000 210.00| 166.38000 499.14| PIPE, PVC, 4 IN. | | | 0032 715-99020 186.500 LFT | 6.75000 1258.88| 8.37000 1561.01| PIPE, POLYETHYLENE, 6 IN. | | | 0033 724-03855 46.000 LFT | 175.00000 8050.00| 185.01000 8510.46| EXPANSION JOINT, SLIDING PLATE | | | 0034 726-92406 4.000 EACH | 1098.00000 4392.00| 1306.03000 5224.12| BEARING ASSEMBLY, ELASTOMERIC | | | 0035 732-08420 143.700 SYS | 109.00000 15663.30| 119.78000 17212.39| MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0036 732-08421 143.700 SYS | 158.00000 22704.60| 89.90000 12918.63| MODULAR BLOCK WALL ERECTION | | | 0037 805-02618 80.000 LFT | 4.80000 384.00| 11.86000 948.80| WIRE, NO. 2 COPPER, 3 1C , IN RIGID | | | CONDUIT IN TRENCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 393 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 393 CONTRACT ID : B -29119-B COUNTIES : HENDRICKS LETTING DATE : 05/02/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 05-0558668 |( ) |FORCE CONSTRUCTION CO. INC. |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 805-02728 491.000 LFT | 11.00000 5401.00| 16.17000 7939.47| CONDUIT, PVC, 1 IN. | | | 0039 805-06003 1.000 EACH | 1200.00000 1200.00| 776.26000 776.26| POLE, WOOD | | | 0040 805-91703 80.000 LFT | 24.00000 1920.00| 23.18000 1854.40| CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0041 805-93562 201.000 LFT | 3.00000 603.00| 3.34000 671.34| WIRE, THW, NO. 10 COPPER IN PLASTIC | | | DUCT, IN CONDUIT, 3 1/C , 3 1/C IN | | | TRENCH | | | 0042 805-94821 140.000 LFT | 3.80000 532.00| 4.64000 649.60| WIRE, THW, NO. 6 COPPER IN PLASTIC DUCT | | | IN TRENCH, 6 1/C , 3 1/C IN TRENCH | | | 0043 807-02191 1.000 EACH | 1200.00000 1200.00| 515.35000 515.35| HANDHOLE, LIGHTING | | | 0044 807-04443 575.000 LFT | 11.20000 6440.00| 16.17000 9297.75| CONDUIT , PVC, 0.75 IN. | | | 0046 807-04866 8.000 EACH | 2280.00000 18240.00| 2555.17000 20441.36| LUMINAIRE , TYPE F1 | | | 0047 807-06935 8.000 EACH | 24.00000 192.00| 114.28000 914.24| INSULATING LINK, WATERPROOFED | | | 0048 807-86810 1.000 EACH | 5500.00000 5500.00| 4399.86000 4399.86| SERVICE POINT, II | | | 0049 807-86910 60.000 EACH | 38.00000 2280.00| 126.14000 7568.40| CONNECTOR KIT, UNFUSED | | | 0050 807-86925 4.000 EACH | 28.00000 112.00| 114.28000 457.12| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0051 406-05520 0.090 TON | 250.00000 22.50| 1078.15000 97.03| ASPHALT FOR TACK COAT | | | 0052 501-51112 64.000 EACH | 48.90000 3129.60| 77.07000 4932.48| ANCHOR BOLT | | | 0053 805-03083 140.000 LFT | 11.50000 1610.00| 17.25000 2415.00| CONDUIT, RIGID, P.V.C., 1.50 IN. | | | SECTION TOTALS | $ 1,752,921.05| $ 1,933,969.86| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,752,921.05| $ 1,933,969.86| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 450 -1 VENDOR RANKING CALL ORDER : 450 CONTRACT ID : M -28756-B COUNTIES : WHITE LETTING DATE : 05/02/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000BS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 669,315.85 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 811,516.20 121.2456% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 450 -2 TABULATION OF BIDS ROUTE : 18 CALL ORDER : 450 CONTRACT ID : M -28756-B COUNTIES : WHITE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 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 | 48388.37000 48388.37| 40500.00000 40500.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 270.000 LFT | 46.69000 12606.30| 26.00000 7020.00| CURB, CONCRETE, REMOVE | | | 0008 202-52710 248.000 SYS | 88.64000 21982.72| 21.75000 5394.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 303-07449 2500.000 TON | 21.80000 54500.00| 8.50000 21250.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 25.000 TON | 300.00000 7500.00| 395.00000 9875.00| HMA PATCHING, TYPE B | | | 0011 306-08034 9070.000 SYS | 1.60000 14512.00| 1.75000 15872.50| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08042 47055.000 SYS | 1.09000 51289.95| 1.40000 65877.00| MILLING, SCARIFICATION/PROFILE | | | 0013 306-08043 4150.000 SYS | 0.58000 2407.00| 2.00000 8300.00| MILLING, TRANSITION | | | 0014 306-08432 1345.000 SYS | 5.48000 7370.60| 4.75000 6388.75| MILLING, APPROACH | | | 0015 401-07333 825.000 TON | 95.67000 78927.75| 139.00000 114675.00| QC/QA-HMA, 2, 76, SURFACE, 9.5 mm ,- SM | | | 0016 402-07451 4500.000 TON | 50.43000 226935.00| 77.25000 347625.00| HMA WEDGE AND LEVEL, TYPE B | | | 0017 406-05520 20.000 TON | 341.02000 6820.40| 490.00000 9800.00| ASPHALT FOR TACK COAT | | | 0018 604-06070 90.000 SYS | 69.37000 6243.30| 85.50000 7695.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 450 -3 TABULATION OF BIDS ROUTE : 18 CALL ORDER : 450 CONTRACT ID : M -28756-B COUNTIES : WHITE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 604-07894 49.000 SYS | 152.48000 7471.52| 175.00000 8575.00| CURB RAMP, CONCRETE, A | | | 0020 604-07896 33.000 SYS | 167.69000 5533.77| 145.00000 4785.00| CURB RAMP, CONCRETE, B | | | 0021 604-07897 19.000 SYS | 258.10000 4903.90| 400.00000 7600.00| CURB RAMP, CONCRETE, C | | | 0022 604-07901 44.000 SYS | 234.21000 10305.24| 325.00000 14300.00| CURB RAMP, CONCRETE, G | | | 0023 604-07902 13.000 SYS | 312.26000 4059.38| 250.00000 3250.00| CURB RAMP, CONCRETE, H | | | 0024 605-06121 270.000 LFT | 48.55000 13108.50| 62.00000 16740.00| CURB, CONCRETE, B | | | 0025 610-07487 111.000 TON | 204.37000 22685.07| 225.00000 24975.00| HMA FOR APPROACHES, TYPE B | | | 0026 720-44000 16.000 EACH | 729.48000 11671.68| 550.00000 8800.00| CASTING, ADJUST TO GRADE | | | 0027 801-06203 260.000 LFT | 1.24000 322.40| 2.30000 598.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 2460.000 LFT | 1.23000 3025.80| 1.70000 4182.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 36.000 EACH | 178.00000 6408.00| 175.00000 6300.00| CONSTRUCTION SIGN, A | | | 0030 808-06712 4900.000 LFT | 0.16000 784.00| 0.15000 735.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 41860.000 LFT | 0.12000 5023.20| 0.12000 5023.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 12150.000 LFT | 0.14000 1701.00| 0.14000 1701.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 801-06775 LUMP | 27325.00000 27325.00| 37675.75000 37675.75| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 669,315.85| $ 811,516.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 669,315.85| $ 811,516.20| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 480 -1 VENDOR RANKING CALL ORDER : 480 CONTRACT ID : M -29386-A COUNTIES : LAGRANGE LETTING DATE : 05/02/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 11/16/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600820 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP. $ 428,592.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 459,668.92 107.2509% 3 35-1139301 E & B PAVING INC $ 465,023.71 108.5003% 4 35-1185040 NIBLOCK EXCAVATING INC $ 486,997.00 113.6272% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 487,692.75 113.7895% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 480 -2 TABULATION OF BIDS ROUTE : US 20 CALL ORDER : 480 CONTRACT ID : M -29386-A COUNTIES : LAGRANGE LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP. |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 ROADSIDE MAINTENANCE | | | 0001 105-08520 1.000 EACH | 149.83000 149.83| 80.00000 80.00| 50.00000 50.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 2.000 MOS | 100.00000 200.00| 40.00000 80.00| 40.00000 80.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 21430.00000 21430.00| 22980.00000 22980.00| 6700.00000 6700.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 207-08265 18391.000 SYS | 2.15000 39540.65| 5.00000 91955.00| 5.55000 102070.05 SUBGRADE TREATMENT, TYPE IIA | | | 0008 303-01180 858.000 TON | 10.00000 8580.00| 1.00000 858.00| 21.00000 18018.00 COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07493 6069.120 TON | 58.50000 355043.52| 51.80000 314380.42| 55.50000 336836.16 WIDENING WITH HMA, TYPE B | | | 0010 406-05520 6.500 TON | 100.00000 650.00| 1.00000 6.50| 1.00000 6.50 ASPHALT FOR TACK COAT | | | 0011 801-06640 22.000 EACH | 75.00000 1650.00| 75.00000 1650.00| 50.00000 1100.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 1165.00000 1165.00| 27136.00000 27136.00| 100.00000 100.00 MAINTAINING TRAFFIC | | | 0013 801-92448 60.000 DAY | 3.00000 180.00| 9.00000 540.00| 1.00000 60.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 428,592.00| $ 459,668.92| $ 465,023.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,592.00| $ 459,668.92| $ 465,023.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 480 -3 TABULATION OF BIDS ROUTE : US 20 CALL ORDER : 480 CONTRACT ID : M -29386-A COUNTIES : LAGRANGE LETTING DATE : 05/02/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-0918397 |( ) |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 105-08520 1.000 EACH | 100.00000 100.00| 210.00000 210.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 2.000 MOS | 60.00000 120.00| 160.00000 320.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 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 | 17299.99000 17299.99| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 207-08265 18391.000 SYS | 8.25000 151725.75| 6.75000 124139.25| SUBGRADE TREATMENT, TYPE IIA | | | 0008 303-01180 858.000 TON | 18.00000 15444.00| 26.00000 22308.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07493 6069.120 TON | 48.00000 291317.76| 50.00000 303456.00| WIDENING WITH HMA, TYPE B | | | 0010 406-05520 6.500 TON | 1.00000 6.50| 1.00000 6.50| ASPHALT FOR TACK COAT | | | 0011 801-06640 22.000 EACH | 75.00000 1650.00| 75.00000 1650.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 9150.00000 9150.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0013 801-92448 60.000 DAY | 3.00000 180.00| 10.00000 600.00| CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 486,997.00| $ 487,692.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 486,997.00| $ 487,692.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 483 -1 VENDOR RANKING CALL ORDER : 483 CONTRACT ID : M -29404-B COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/26/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710006 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2154772 COMPTON`S MOWING SERVICE INC. $ 80,000.00 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 483 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 483 CONTRACT ID : M -29404-B COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2154772 |( ) |( ) |COMPTON`S MOWING SERVICE INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-02344 LUMP | 25000.00000 25000.00| | MOWING, CYCLE NO. 1 | | | 0002 623-02345 LUMP | 30000.00000 30000.00| | MOWING, CYCLE NO. 2 | | | 0003 623-02346 LUMP | 25000.00000 25000.00| | MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 80,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 80,000.00| $ 487,692.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 550 -1 VENDOR RANKING CALL ORDER : 550 CONTRACT ID : T -28426-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 08/01/07 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0801188 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0023574 PAVEMENT MARKING SYSTEM LLC $ 137,650.00 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 550 -2 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 550 CONTRACT ID : T -28426-A COUNTIES : LAKE LETTING DATE : 05/02/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0023574 |( ) |( ) |PAVEMENT MARKING SYSTEM LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LINE, PAINT | | | 0001 105-06845 LUMP | 1.00000 1.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 6800.00000 6800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 801-06640 8.000 EACH | 106.00000 848.00| | CONSTRUCTION SIGN, A | | | 0006 801-06710 42.000 DAY | 5.00000 210.00| | FLASHING ARROW SIGN | | | 0007 801-06775 LUMP | 20989.25000 20989.25| | MAINTAINING TRAFFIC | | | 0008 808-03631 2480.000 LFT | 0.70000 1736.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0009 808-03632 51040.000 LFT | 0.70000 35728.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0010 808-06716 52185.000 LFT | 0.60000 31311.00| | LINE, REMOVE | | | 0011 808-74811 14125.000 LFT | 0.95000 13418.75| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0012 808-75998 708.000 EACH | 32.00000 22656.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0013 808-75994 30.000 EACH | 55.00000 1650.00| | PRISMATIC REFLECTOR | | | 0014 808-75996 46.000 EACH | 50.00000 2300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 137,650.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 137,650.00| $ 487,692.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -1 VENDOR RANKING CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/30/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0710022 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 479,888.28 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -2 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LIGHTING MAINTENANCE | | | 0001 105-06904 1.000 EACH | 99.00000 99.00| | PHONE(SUPERVISOR) | | | 0002 105-06906 12.000 MOS | 150.00000 1800.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 50.00000 50.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-01845 300.000 LFT | 1.00000 300.00| | CONDUIT, REMOVE | | | 0008 202-86946 5.000 EACH | 25.00000 125.00| | HANDHOLE, REMOVE | | | 0009 202-95579 4.000 EACH | 15.00000 60.00| | SERVICE POINT, REMOVE | | | 0010 702-90915 10.000 CYS | 195.00000 1950.00| | CONCRETE, A | | | 0011 711-95290 100.000 LFT | 5.00000 500.00| | FIELD WELDING | | | 0012 715-04612 200.000 LFT | 14.50000 2900.00| | PIPE , STEEL, 2 IN., BORED | | | 0013 732-04994 2.000 EACH | 360.00000 720.00| | METER BASE WITH CT BRACKET, INSTALL | | | 0014 732-04994 50.000 EACH | 50.00000 2500.00| | METER BASE, INSTALL | | | 0015 801-06710 30.000 DAY | 30.00000 900.00| | FLASHING ARROW SIGN | | | 0016 802-07101 1.000 EACH | 28910.00000 28910.00| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0017 803-87715 6.000 EACH | 50.00000 300.00| | GROUND ROD WITH CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -3 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 805-01815 4.000 EACH | 1710.00000 6840.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0019 805-01842 2.000 EACH | 760.00000 1520.00| | HANDHOLE, SIGNAL | | | 0020 805-02202 2.000 EACH | 200.00000 400.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0021 805-04940 20.000 EACH | 35.00000 700.00| | MAST ARM , INSTALL | | | 0022 805-06592 500.000 LFT | 11.00000 5500.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-78445 50.000 EACH | 300.00000 15000.00| | SIGNAL SERVICE | | | 0024 805-78467 6525.000 LFT | 1.30000 8482.50| | SIGNAL CABLE, 3C 8GA. | | | 0025 805-78470 4000.000 LFT | 0.50000 2000.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78510 2000.000 LFT | 1.00000 2000.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0027 805-78785 4.000 EACH | 715.00000 2860.00| | SIGNAL DETECTOR HOUSING | | | 0028 805-78795 2200.000 LFT | 9.00000 19800.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 805-86842 100.000 LFT | 2.50000 250.00| | WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 2 COPPER | | | STRANDED, 1/C AND OIL RESISTANT | | | 0030 805-86843 5000.000 LFT | 2.25000 11250.00| | WIRE, NO. 4 COPPER, 1C | | | 0031 805-86889 3000.000 LFT | 0.65000 1950.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER , COPPER | | | 0032 805-87085 150.000 HRS | 60.00000 9000.00| | ELECTRICIAN, STRAIGHT TIME | | | 0033 805-87640 10.000 SET | 50.00000 500.00| | BREAKAWAY COUPLING | | | 0034 805-87746 200.000 LFT | 0.25000 50.00| | AERIAL CABLE, TRIPLEX | | | 0035 805-87780 15.000 EACH | 45.00000 675.00| | CIRCUIT BREAKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -4 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 805-91694 3.000 EACH | 305.00000 915.00| | NAVIGATION LIGHT PIER , FURNISH | | | 0037 805-91694 3.000 EACH | 110.00000 330.00| | NAVIGATION LIGHT PIER , INSTALL | | | 0038 805-91696 3.000 EACH | 300.00000 900.00| | NAVIGATION LIGHT CENTRE CHANNEL , | | | FURNISH | | | 0039 805-91696 3.000 EACH | 110.00000 330.00| | NAVIGATION LIGHT CENTRE CHANNEL , | | | INSTALL | | | 0040 805-91698 3.000 EACH | 130.00000 390.00| | NAVIGATION LIGHT, FRESNEL LENS, 180 | | | DEGREE SECTION , FURNISH | | | 0041 805-91698 3.000 EACH | 110.00000 330.00| | NAVIGATION LIGHT, FRESNEL LENS, 180 | | | DEGREE SECTION , INSTALL | | | 0042 805-91699 3.000 EACH | 135.00000 405.00| | NAVIGATION LIGHT, FRESNEL LENS, 360 | | | DEGREE SECTION , FURNISH | | | 0043 805-91699 3.000 EACH | 110.00000 330.00| | NAVIGATION LIGHT, FRESNEL LENS, 360 | | | DEGREE SECTION , INSTALL | | | 0044 805-91703 100.000 LFT | 6.00000 600.00| | CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0045 805-91706 20.000 EACH | 45.00000 900.00| | ANCHOR BOLT, REPAIR | | | 0046 805-91710 40.000 LFT | 1.00000 40.00| | FLEXIBLE CONDUIT, 40 mm | | | 0047 805-91711 10.000 EACH | 2.00000 20.00| | EXPANSION FITTING, 1.5 IN. | | | 0048 805-93020 1.000 EACH | 280.00000 280.00| | SIGNAL POLE, WOOD, 4, 50 FT. | | | 0049 805-94610 1.000 EACH | 300.00000 300.00| | SIGNAL POLE, WOOD, 4, 40 FT. | | | 0050 805-95518 330.000 LFT | 2.00000 660.00| | FLEXIBLE CONDUIT, 2 IN. | | | 0051 805-95519 490.000 LFT | 1.00000 490.00| | FLEXIBLE CONDUIT, 0.75 IN. | | | 0052 805-95520 1.000 EACH | 3.00000 3.00| | EXPANSION FITTING, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -5 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 805-95521 200.000 EACH | 2.00000 400.00| | EXPANSION FITTING, 0.75 IN. | | | 0054 805-95524 8.000 EACH | 50.00000 400.00| | HANDHOLE COVER | | | 0055 805-95705 10.000 EACH | 500.00000 5000.00| | BREAKAWAY ALUMINUM TRANSFORMER BASE | | | 0056 805-96188 490.000 LFT | 0.40000 196.00| | WIRE, AWG, NO. 10 COPPER STRANDED IN | | | DUCT, 2 1/C , 2 1/C | | | 0057 805-96189 490.000 LFT | 0.45000 220.50| | WIRE, AWG, NO. 10 COPPER STRANDED, 2 1C | | | 0058 805-96197 1000.000 LFT | 0.65000 650.00| | WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C AND OIL RESISTANT, | | | NO 10 COPPER | | | 0059 805-97042 1.000 EACH | 834.00000 834.00| | SIGNAL POLE, WOOD, 5, 35 FT. | | | 0060 807-01562 20.000 EACH | 60.00000 1200.00| | POWER DISCONNECT PLUG FOR HIGH MAST | | | TOWER | | | 0061 807-01563 3.000 EACH | 1.00000 3.00| | HIGH MAST TOWER LOCATING PIN, STAINLESS | | | STEEL | | | 0062 807-01564 1.000 EACH | 1.00000 1.00| | HIGH MAST TOWER, SMALL GEAR OF CHAIN | | | DRIVE | | | 0063 807-02109 10.000 EACH | 75.00000 750.00| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0064 807-02191 15.000 EACH | 300.00000 4500.00| | HANDHOLE, LIGHTING | | | 0065 807-02579 3.000 EACH | 56.00000 168.00| | MAST ARM, 15 FT. | | | 0066 807-02778 2.000 EACH | 58.00000 116.00| | LUMINAIRE MAST ARM, 5 FT. | | | 0067 807-02780 2.000 EACH | 60.00000 120.00| | LUMINAIRE MAST ARM, 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -6 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 807-02782 6.000 EACH | 70.00000 420.00| | LUMINAIRE MAST ARM, 12 FT. | | | 0069 807-02784 2.000 EACH | 80.00000 160.00| | LUMINAIRE MAST ARM, 20 FT. | | | 0070 807-02785 1.000 EACH | 85.00000 85.00| | LUMINAIRE MAST ARM, 25 FT. | | | 0071 807-04652 10.000 EACH | 50.00000 500.00| | SERVICE POINT HAND-AUTO OVERIDE SWICH | | | 0072 807-04654 3.000 EACH | 100.00000 300.00| | LIGHT POLE , 35 FT., TRANSFORMER BASE | | | 0073 807-04654 3.000 EACH | 100.00000 300.00| | LIGHT POLE , 36 FT., TRANSFORMER BASE | | | 0074 807-04654 3.000 EACH | 100.00000 300.00| | LIGHT POLE , 37 FT. , TRANSFORMER BASE | | | 0075 807-04654 3.000 EACH | 100.00000 300.00| | LIGHT POLE , 38 FT., TRANSFORMER BASE | | | 0076 807-04654 3.000 EACH | 100.00000 300.00| | LIGHT POLE , 39 FT., TRANSFORMER BASE | | | 0077 807-04654 2.000 EACH | 100.00000 200.00| | LIGHT POLE , 40 FT., TRANSFORMER BASE | | | 0078 807-04654 2.000 EACH | 100.00000 200.00| | LIGHT POLE 40 FT., E.M.H., 15 FT. MAST | | | ARM, | | | 0079 807-04962 2.000 EACH | 330.00000 660.00| | LIGHT LAMP CHANGER, NAVIGATION | | | 0080 807-07703 1.000 EACH | 477.00000 477.00| | HIGH MAST TOWER BREAKER | | | 0081 807-86615 50.000 EACH | 160.00000 8000.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0082 807-86620 50.000 EACH | 160.00000 8000.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0083 807-86665 10.000 EACH | 200.00000 2000.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0084 807-86750 10.000 EACH | 75.00000 750.00| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -7 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 807-86790 30.000 EACH | 50.00000 1500.00| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0086 807-86805 2.000 EACH | 1450.00000 2900.00| | SERVICE POINT, I | | | 0087 807-86810 6.000 EACH | 2200.00000 13200.00| | SERVICE POINT, II | | | 0088 807-86910 100.000 EACH | 20.00000 2000.00| | CONNECTOR KIT, UNFUSED THUR | | | 0089 807-86915 100.000 EACH | 20.00000 2000.00| | CONNECTOR KIT, FUSED THUR | | | 0090 807-86920 100.000 EACH | 9.00000 900.00| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0091 807-86930 100.000 EACH | 9.00000 900.00| | INSULATION LINK, NONWATERPROOFED | | | 0092 807-86950 20.000 EACH | 30.00000 600.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0093 807-86955 2.000 EACH | 20.00000 40.00| | CABLE DUCT MARKER | | | 0094 807-87022 10136.000 MOS | 5.25000 53214.00| | ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | | PRESSURE SODIUM, 400 WATT | | | 0095 807-87028 7344.000 MOS | 9.62000 70649.28| | ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | | PRESSURE SODIUM, 1000 WATT | | | 0096 807-87042 2628.000 MOS | 5.25000 13797.00| | ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | | PRESSURE SODIUM, UNDERPASS, 150 WATT | | | 0097 807-87043 648.000 MOS | 5.00000 3240.00| | ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | | PRESSURE SODIUM, POST TOP, 150 WATT | | | 0098 807-87050 9120.000 MOS | 5.00000 45600.00| | ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | | 250 WATT | | | 0099 807-87595 6.000 EACH | 2.00000 12.00| | REPLACEMENT OF CABLE CLAMPS ON HIGHMAST | | | TOWER LUMINAIRE RING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -8 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 807-87800 5000.000 LFT | 1.00000 5000.00| | CABLE DUCT, INSTALL | | | 0101 807-91704 50.000 EACH | 1.00000 50.00| | LIGHT POLE HANDHOLE COVER | | | 0102 807-91705 4.000 EACH | 70.00000 280.00| | CONDUIT, POLYETHYLENE, REPAIR | | | 0103 807-91708 324.000 EACH | 43.00000 13932.00| | ROUTINE MAINTENANCE, NAVIGATION LIGHT | | | 0104 807-92870 15.000 EACH | 40.00000 600.00| | TRANSFORMER BASE HANDHOLE COVER | | | 0105 807-93025 3.000 EACH | 160.00000 480.00| | LUMINAIRE MAST ARM, 10 FT. | | | 0106 807-93647 5.000 EACH | 50.00000 250.00| | LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0107 807-93649 2.000 EACH | 80.00000 160.00| | SHAFT FOR POST TOP LUMINAIRE, 16 FT. M. | | | H. | | | 0108 807-93650 6.000 SET | 350.00000 2100.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0109 807-93651 1.000 SET | 50.00000 50.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0110 807-94480 30.000 EACH | 455.00000 13650.00| | LIGHT STANDARD, INSTALL | | | 0111 807-95508 10.000 EACH | 25.00000 250.00| | VANDAL SHIELD, LEXAN | | | 0112 807-95513 5.000 EACH | 375.00000 1875.00| | SERVICE POINT MAIN BREAKER | | | 0113 807-95514 10.000 EACH | 10.00000 100.00| | SERVICE POINT RISER | | | 0114 807-95515 10.000 EACH | 5.00000 50.00| | SERVICE POINT WEATHERHEAD | | | 0115 807-95516 15.000 EACH | 355.00000 5325.00| | RELAY SWITCH | | | 0116 807-95522 100.000 EACH | 1.00000 100.00| | PIPE STRAP | | | 0117 807-95523 200.000 EACH | 10.00000 2000.00| | WATERPROOFING OF ELECTRICAL CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/01/07 PAGE : 595 -9 TABULATION OF BIDS ROUTE : VAR CALL ORDER : 595 CONTRACT ID : TM-29414-A COUNTIES : VARIOUS LETTING DATE : 05/02/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 807-95525 2.000 EACH | 200.00000 400.00| | LIGHTING, HIGHWAY SUPPORT, REPAIR | | | 0119 807-95709 5.000 EACH | 10.00000 50.00| | PHOTOCELLS | | | 0120 807-96183 1.000 EACH | 100.00000 100.00| | SHAFT FOR 30 FT. M.H., TWIN 10 FT. M.A. | | | 0121 807-96184 1.000 EACH | 100.00000 100.00| | SHAFT FOR 30 FT. M.H. TWIN 12 FT. M.A. | | | 0122 807-96194 8244.000 MOS | 5.25000 43281.00| | ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | | PRESSURE SODIUM, 250 WATT | | | 0123 807-96203 3.000 EACH | 150.00000 450.00| | LIGHT POLE, HIGH MAST, TOWER SUSPENSION | | | CABLE | | | 0124 807-96204 1.000 EACH | 2100.00000 2100.00| | LOWERING AND RAISING OF TOWER | | | 0125 807-96236 5.000 EACH | 250.00000 1250.00| | LIGHT POLE, HIGH MAST, TOWER POWER CABL | | | 0126 807-96868 25.000 EACH | 25.00000 625.00| | LUMINAIRE, INSTALL | | | 0127 807-98716 5.000 EACH | 20.00000 100.00| | KELLUM GRIP, STAINLESS STEEL | | | SECTION TOTALS | $ 479,888.28| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 479,888.28| $ 487,692.75| $ ====================================================================================================================================