INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -1 VENDOR RANKING CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 8571960 9999228 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 2,199,013.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,237,678.08 101.7583% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -2 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 54668.14000 54668.14| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 113.17000 226.34| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 200.00000 3600.00| 226.33000 4073.94| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 109500.00000 109500.00| 111883.90000 111883.90| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 65000.00000 65000.00| 65262.74000 65262.74| CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 1500.00000 1500.00| 1.00000 1.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 14 | | | 0015 202-01000 LUMP | 1500.00000 1500.00| 1.00000 1.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 17 | | | 0016 202-01000 LUMP | 1500.00000 1500.00| 1.00000 1.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -3 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 202-01000 LUMP | 500.00000 500.00| 1.00000 1.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 6 | | | 0018 202-01000 LUMP | 1500.00000 1500.00| 1.00000 1.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 7 | | | 0019 202-01300 1.000 EACH | 4200.00000 4200.00| 4200.00000 4200.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 202-02245 1.000 EACH | 200.00000 200.00| 60.00000 60.00| TREE, 150 mm, REMOVE | | | 0021 202-02250 1.000 EACH | 350.00000 350.00| 196.00000 196.00| TREE, 250 mm, REMOVE | | | 0022 202-02255 3.000 EACH | 450.00000 1350.00| 300.00000 900.00| TREE, 460 mm, REMOVE | | | 0023 202-02260 1.000 EACH | 800.00000 800.00| 670.00000 670.00| TREE, 760 mm, REMOVE | | | 0024 202-02265 4.000 EACH | 1000.00000 4000.00| 835.00000 3340.00| TREE, 1220 mm, REMOVE | | | 0025 202-02278 801.000 m | 18.00000 14418.00| 16.99000 13608.99| CURB, CONCRETE, REMOVE | | | 0026 202-02279 230.000 m | 25.00000 5750.00| 16.20000 3726.00| CURB AND GUTTER, REMOVE | | | 0027 202-02928 1.000 EACH | 500.00000 500.00| 575.00000 575.00| CATCH BASIN, REMOVE | | | 0028 202-52710 1104.000 m2 | 8.00000 8832.00| 12.82000 14153.28| SIDEWALK, CONCRETE, REMOVE | | | 0029 202-74045 9.000 EACH | 45.00000 405.00| 45.00000 405.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0030 202-91385 5.000 EACH | 325.00000 1625.00| 325.00000 1625.00| INLET, REMOVE | | | 0031 202-93047 8.000 EACH | 575.00000 4600.00| 575.00000 4600.00| MANHOLE, REMOVE | | | 0032 202-96133 120.000 m | 12.00000 1440.00| 12.00000 1440.00| PIPE, REMOVE | | | 0033 202-96151 LUMP | 320.00000 320.00| 320.00000 320.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0034 203-02000 2249.000 m3 | 32.00000 71968.00| 47.58000 107007.42| EXCAVATION, COMMON | | | 0035 205-03371 19.000 m3 | 50.00000 950.00| 60.17000 1143.23| SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -4 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 205-06933 7.000 EACH | 125.00000 875.00| 125.00000 875.00| TEMPORARY DITCH INLET PROTECTION | | | 0037 205-06937 487.000 m | 6.22000 3029.14| 6.22000 3029.14| TEMPORARY SILT FENCE | | | 0038 205-09543 100.000 Mg | 35.00000 3500.00| 9.78000 978.00| NO 2 STONE | | | 0039 207-08266 1805.000 m2 | 22.00000 39710.00| 0.64000 1155.20| SUBGRADE TREATMENT, TYPE III | | | 0040 207-08268 3592.000 m2 | 27.00000 96984.00| 50.00000 179600.00| SUBGRADE TREATMENT, TYPE IV | | | 0041 211-09264 1691.000 m3 | 0.10000 169.10| 0.10000 169.10| STRUCTURE BACKFILL, TYPE 1 | | | 0042 302-07455 42.000 m3 | 80.00000 3360.00| 75.00000 3150.00| DENSE GRADED SUBBASE | | | 0043 303-08210 155.000 Mg | 17.00000 2635.00| 37.00000 5735.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0044 306-08034 9501.000 m2 | 3.00000 28503.00| 6.00000 57006.00| MILLING, ASPHALT, 38 mm | | | 0045 306-08043 1347.000 m2 | 4.50000 6061.50| 6.00000 8082.00| MILLING, TRANSITION | | | 0046 401-07335 1129.000 Mg | 100.00000 112900.00| 110.00000 124190.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0047 401-07404 2541.000 Mg | 80.00000 203280.00| 80.00000 203280.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0048 401-07409 2145.000 Mg | 82.00000 175890.00| 75.00000 160875.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0049 402-07453 134.000 Mg | 120.00000 16080.00| 115.00000 15410.00| HMA FOR TEMPORARY PAVEMENT | | | 0050 406-05520 11.000 Mg | 1400.00000 15400.00| 463.03000 5093.33| ASPHALT FOR TACK COAT | | | 0051 604-06070 1552.000 m2 | 60.00000 93120.00| 39.60000 61459.20| SIDEWALK, CONCRETE | | | 0052 604-07900 41.000 m2 | 175.00000 7175.00| 156.89000 6432.49| CURB RAMP, CONCRETE, F , MODIFIED | | | 0053 604-07902 11.000 m2 | 175.00000 1925.00| 175.43000 1929.73| CURB RAMP, CONCRETE, H | | | 0054 605-06120 22.000 m | 95.00000 2090.00| 93.82000 2064.04| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -5 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 605-06140 906.000 m | 100.00000 90600.00| 51.00000 46206.00| CURB AND GUTTER, CONCRETE | | | 0056 610-07487 588.000 Mg | 130.00000 76440.00| 90.00000 52920.00| HMA FOR APPROACHES, TYPE B | | | 0057 610-08446 155.000 m2 | 75.00000 11625.00| 59.00000 9145.00| PCCP FOR APPROACHES, 150 mm | | | 0058 610-09108 1462.000 m2 | 105.00000 153510.00| 62.00000 90644.00| PCCP FOR APPROACHES, 225 mm | | | 0059 611-06497 13.000 EACH | 190.00000 2470.00| 150.00000 1950.00| MAILBOX ASSEMBLY, SINGLE | | | 0060 615-06490 47.000 EACH | 145.00000 6815.00| 155.00000 7285.00| RIGHT OF WAY MARKER | | | 0061 615-06500 3.000 EACH | 800.00000 2400.00| 600.00000 1800.00| MONUMENT, A | | | 0062 615-06505 2.000 EACH | 850.00000 1700.00| 650.00000 1300.00| MONUMENT, B | | | 0063 615-06527 1.000 EACH | 600.00000 600.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | 0064 616-06451 34.000 Mg | 90.00000 3060.00| 90.00000 3060.00| RIPRAP, UNIFORM | | | 0065 621-01004 2.000 EACH | 575.00000 1150.00| 575.00000 1150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02770 331.000 m2 | 2.80000 926.80| 2.80000 926.80| EROSION CONTROL BLANKET | | | 0067 621-06545 0.200 Mg | 2245.00000 449.00| 2245.00000 449.00| FERTILIZER | | | 0068 621-06557 51.000 kg | 12.75000 650.25| 12.75000 650.25| SEED MIXTURE, T | | | 0069 621-06565 1.400 Mg | 680.00000 952.00| 680.00000 952.00| MULCHING MATERIAL | | | 0070 621-06567 56.000 kL | 4.00000 224.00| 1.00000 56.00| WATER | | | 0071 621-06575 3069.000 m2 | 5.92000 18168.48| 4.70000 14424.30| SODDING, NURSERY | | | 0072 628-09401 9.000 MOS | 3000.00000 27000.00| 3372.61000 30353.49| FIELD OFFICE, A | | | 0073 715-01471 1.000 EACH | 235.00000 235.00| 235.00000 235.00| PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -6 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 715-01472 1.000 EACH | 270.00000 270.00| 270.00000 270.00| PIPE END SECTION, PRECAST CONCRETE, 450 | | | mm | | | 0075 715-05149 18.500 m | 290.00000 5365.00| 290.00000 5365.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0076 715-05149 226.000 m | 335.00000 75710.00| 335.00000 75710.00| PIPE, TYPE 2, CIRCULAR, 300 mm , | | | MODIFIED | | | 0077 715-05151 141.600 m | 193.00000 27328.80| 193.00000 27328.80| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0078 715-05151 406.100 m | 255.00000 103555.50| 260.00000 105586.00| PIPE, TYPE 2, CIRCULAR, 375 mm , | | | MODIFIED | | | 0079 715-05152 92.800 m | 220.00000 20416.00| 225.00000 20880.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0080 715-08305 52.000 Mg | 175.00000 9100.00| 175.82000 9142.64| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0081 715-08306 171.000 Mg | 150.00000 25650.00| 117.42000 20078.82| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0082 720-03757 1.000 EACH | 4500.00000 4500.00| 4500.00000 4500.00| MANHOLE, C15 , MODIFIED | | | 0083 720-44000 13.000 EACH | 350.00000 4550.00| 350.00000 4550.00| CASTING, ADJUST TO GRADE | | | 0084 720-45030 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| INLET, E7 | | | 0085 720-45235 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| CATCH BASIN, E7 | | | 0086 720-45410 15.000 EACH | 2400.00000 36000.00| 2400.00000 36000.00| MANHOLE, C4 | | | 0087 720-90984 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| MANHOLE, C2 | | | 0088 720-98174 9.000 EACH | 2700.00000 24300.00| 2700.00000 24300.00| INLET, B15 | | | 0089 720-98555 1.000 EACH | 2700.00000 2700.00| 2700.00000 2700.00| INLET, C15 | | | 0090 720-99416 2.000 EACH | 2900.00000 5800.00| 2900.00000 5800.00| CATCH BASIN, B15 | | | 0091 720-99417 11.000 EACH | 2900.00000 31900.00| 2900.00000 31900.00| CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -7 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 801-01504 19.000 EACH | 18.00000 342.00| 18.00000 342.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0093 801-03290 8.000 EACH | 158.00000 1264.00| 158.00000 1264.00| CONSTRUCTION SIGN, C | | | 0094 801-06203 1744.000 m | 0.69000 1203.36| 0.69000 1203.36| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0095 801-06207 6284.000 m | 2.95000 18537.80| 2.95000 18537.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0096 801-06216 94.000 m | 4.15000 390.10| 4.15000 390.10| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0097 801-06640 55.000 EACH | 117.00000 6435.00| 117.00000 6435.00| CONSTRUCTION SIGN, A | | | 0098 801-06710 163.000 DAY | 10.00000 1630.00| 10.00000 1630.00| FLASHING ARROW SIGN | | | 0099 801-06775 LUMP | 100000.00000 100000.00| 188193.17000 188193.17| MAINTAINING TRAFFIC | | | 0100 801-07119 155.000 m | 20.79000 3222.45| 20.79000 3222.45| BARRICADE, III-B | | | 0101 801-94295 6.000 EACH | 155.00000 930.00| 155.00000 930.00| SIGNAL HEAD, RELOCATE | | | 0102 802-05701 90.100 m | 52.48000 4728.45| 52.48000 4728.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-07060 12.000 EACH | 165.00000 1980.00| 165.00000 1980.00| SIGN, SHEET, RELOCATE | | | 0104 802-76025 13.000 m2 | 157.15000 2042.95| 157.15000 2042.95| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76035 7.600 m2 | 159.84000 1214.78| 159.84000 1214.78| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0106 802-76045 3.100 m2 | 172.22000 533.88| 172.22000 533.88| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0107 805-01815 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -8 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 805-01842 6.000 EACH | 680.00000 4080.00| 680.00000 4080.00| HANDHOLE, SIGNAL | | | 0109 805-01879 1.000 EACH | 500.00000 500.00| 500.00000 500.00| SIGNAL SERVICE, INSTALL | | | 0110 805-02152 8.000 EACH | 600.00000 4800.00| 600.00000 4800.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0111 805-02595 2.000 EACH | 190.00000 380.00| 190.00000 380.00| CONTROLLER, RESET TIMING | | | 0112 805-03162 LUMP | 1980.00000 1980.00| 1980.00000 1980.00| TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0113 805-06592 248.000 m | 45.92000 11388.16| 45.92000 11388.16| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0114 805-09471 9.000 EACH | 300.00000 2700.00| 300.00000 2700.00| SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | | 0115 805-09539 10.000 EACH | 260.00000 2600.00| 260.00000 2600.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0116 805-78100 1.000 EACH | 9100.00000 9100.00| 9100.00000 9100.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0117 805-78205 6.000 EACH | 825.00000 4950.00| 825.00000 4950.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0118 805-78215 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0119 805-78230 2.000 EACH | 1100.00000 2200.00| 1100.00000 2200.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0120 805-78370 8.000 EACH | 108.00000 864.00| 108.00000 864.00| PEDESTRIAN PUSH BUTTON | | | 0121 805-78415 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| SPAN, CATENARY, AND TETHER | | | 0122 805-78420 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| DISCONNECT HANGER | | | 0123 805-78467 6.000 m | 9.84000 59.04| 9.84000 59.04| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -9 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 805-78470 1383.000 m | 1.48000 2046.84| 1.48000 2046.84| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-78485 380.000 m | 3.28000 1246.40| 3.28000 1246.40| SIGNAL CABLE, 5C 14GA. | | | 0126 805-78490 435.000 m | 6.56000 2853.60| 6.56000 2853.60| SIGNAL CABLE, 7C 14GA. | | | 0127 805-78510 976.000 m | 2.69000 2625.44| 2.69000 2625.44| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0128 805-78785 8.000 EACH | 510.00000 4080.00| 510.00000 4080.00| SIGNAL DETECTOR HOUSING | | | 0129 805-78795 440.000 m | 29.19000 12843.60| 29.19000 12843.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0130 805-78925 1.000 EACH | 720.00000 720.00| 720.00000 720.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0131 805-81032 4.000 EACH | 4100.00000 16400.00| 4100.00000 16400.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0132 805-92504 10.000 EACH | 185.00000 1850.00| 185.00000 1850.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0133 808-06701 214.000 m | 1.05000 224.70| 1.05000 224.70| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0134 808-06703 433.000 m | 1.05000 454.65| 1.05000 454.65| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0135 808-06713 51.000 m | 9.00000 459.00| 9.00000 459.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0136 808-06716 41.000 m | 5.48000 224.68| 5.48000 224.68| LINE, REMOVE | | | 0137 808-75245 524.000 m | 1.05000 550.20| 1.05000 550.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0138 808-75278 221.000 m | 6.00000 1326.00| 6.00000 1326.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0139 808-75297 67.000 m | 10.00000 670.00| 10.00000 670.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0140 808-75300 202.000 m | 3.50000 707.00| 3.50000 707.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 130 -10 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 130 CONTRACT ID : SR -26052-C COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 808-75320 13.000 EACH | 68.00000 884.00| 68.00000 884.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0142 808-75325 8.000 EACH | 80.00000 640.00| 80.00000 640.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0143 808-75996 72.000 EACH | 10.00000 720.00| 3.91000 281.52| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0144 808-75998 72.000 EACH | 39.00000 2808.00| 21.00000 1512.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0145 808-92027 1000.000 m | 4.00000 4000.00| 4.00000 4000.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,199,013.65| $ 2,237,678.08| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,199,013.65| $ 2,237,678.08| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 06/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0003610 0242029 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1036663 KNIES CONSTRUCTION INC $ 743,968.07 100.0000% 2 35-1357381 O`MARA DAVE CONTRACTOR $ 796,296.50 107.0337% 3 35-1878024 RAGLE INC $ 796,865.13 107.1101% 4 35-1284120 KOBERSTEIN TRUCKING INC $ 866,145.82 116.4224% 5 35-0626844 J H RUDOLPH & COMPANY $ 954,882.53 128.3499% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 961,895.00 129.2925% 7 35-1875662 CRIDER & CRIDER INC $ 1,016,134.95 136.5831% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,093,831.88 147.0267% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -2 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW TRAFFIC SIGNAL | | | 0001 105-06845 LUMP | 2979.20000 2979.20| 15000.00000 15000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 200.00000 400.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 60.00000 1800.00| 100.00000 3000.00| 50.00000 1500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 28750.00000 28750.00| 38300.00000 38300.00| 39500.00000 39500.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 3500.00000 3500.00| 11900.00000 11900.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 50.400 m2 | 10.75000 541.80| 50.00000 2520.00| 13.50000 680.40 PAVEMENT REMOVAL | | | 0015 202-02245 6.000 EACH | 176.00000 1056.00| 350.00000 2100.00| 45.00000 270.00 TREE, 150 mm, REMOVE | | | 0016 202-02255 1.000 EACH | 376.00000 376.00| 700.00000 700.00| 180.00000 180.00 TREE, 460 mm, REMOVE | | | 0017 202-02260 1.000 EACH | 858.00000 858.00| 1000.00000 1000.00| 365.00000 365.00 TREE, 760 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -3 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02279 64.000 m | 15.95000 1020.80| 13.00000 832.00| 10.00000 640.00 CURB AND GUTTER, REMOVE | | | 0019 202-05545 50.000 m3 | 47.32000 2366.00| 86.00000 4300.00| 65.00000 3250.00 REGULATED MATERIALS, DISPOSE, C | | | 0020 202-05550 50.000 m3 | 26.00000 1300.00| 50.00000 2500.00| 25.00000 1250.00 REGULATED MATERIALS, REMOVE, C | | | 0021 202-05555 50.000 m3 | 16.50000 825.00| 30.00000 1500.00| 20.00000 1000.00 REGULATED MATERIALS, TRANSPORT, C | | | 0022 202-52710 77.000 m2 | 6.85000 527.45| 22.00000 1694.00| 13.00000 1001.00 SIDEWALK, CONCRETE, REMOVE | | | 0023 202-78515 LUMP | 1768.00000 1768.00| 2000.00000 2000.00| 2500.00000 2500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0024 202-91385 9.000 EACH | 500.00000 4500.00| 200.00000 1800.00| 55.00000 495.00 INLET, REMOVE | | | 0025 202-92222 12.000 EACH | 495.00000 5940.00| 400.00000 4800.00| 150.00000 1800.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN | | | 0026 203-02000 1077.000 m3 | 24.12000 25977.24| 35.35000 38071.95| 25.00000 26925.00 EXCAVATION, COMMON | | | 0027 205-03371 200.000 m3 | 11.12000 2224.00| 10.00000 2000.00| 4.00000 800.00 SEDIMENT REMOVE | | | 0028 205-06933 19.000 EACH | 91.20000 1732.80| 100.00000 1900.00| 98.00000 1862.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 113.000 m | 4.84000 546.92| 11.00000 1243.00| 12.00000 1356.00 TEMPORARY SILT FENCE | | | 0030 207-08268 2478.000 m2 | 15.44000 38260.32| 18.00000 44604.00| 18.50000 45843.00 SUBGRADE TREATMENT, TYPE IV | | | 0031 211-09265 465.100 m3 | 38.58000 17943.56| 38.00000 17673.80| 32.50000 15115.75 STRUCTURE BACKFILL, TYPE 2 | | | 0032 213-09269 3.800 m3 | 122.28000 464.66| 110.00000 418.00| 150.00000 570.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0033 301-07448 783.000 Mg | 19.07000 14931.81| 18.00000 14094.00| 23.50000 18400.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 303-08210 300.000 Mg | 18.68000 5604.00| 25.00000 7500.00| 22.00000 6600.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 306-08034 2844.000 m2 | 2.09000 5943.96| 3.00000 8532.00| 1.75000 4977.00 MILLING, ASPHALT, 38 mm | | | 0037 306-08042 370.300 m2 | 3.47000 1284.94| 2.00000 740.60| 1.75000 648.03 MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -4 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 306-08043 259.000 m2 | 4.18000 1082.62| 2.00000 518.00| 1.75000 453.25 MILLING, TRANSITION | | | 0041 401-07408 1532.000 Mg | 57.90000 88702.80| 59.00000 90388.00| 63.50000 97282.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0042 406-05520 2.630 Mg | 450.00000 1183.50| 550.00000 1446.50| 580.00000 1525.40 ASPHALT FOR TACK COAT | | | 0043 604-07894 20.500 m2 | 67.26000 1378.83| 65.00000 1332.50| 60.00000 1230.00 CURB RAMP, CONCRETE, A | | | 0044 604-07897 19.400 m2 | 67.45000 1308.53| 65.00000 1261.00| 60.00000 1164.00 CURB RAMP, CONCRETE, C | | | 0045 604-07903 8.800 m2 | 104.20000 916.96| 100.00000 880.00| 100.00000 880.00 CURB RAMP, CONCRETE, K | | | 0046 604-91531 63.200 m2 | 46.38000 2931.22| 45.00000 2844.00| 45.00000 2844.00 SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06140 404.000 m | 49.56000 20022.24| 48.00000 19392.00| 44.50000 17978.00 CURB AND GUTTER, CONCRETE | | | 0048 607-06335 8.000 m | 153.35000 1226.80| 125.00000 1000.00| 120.00000 960.00 PAVED SIDE DITCH, A | | | 0049 610-07486 178.800 Mg | 92.00000 16449.60| 85.00000 15198.00| 98.00000 17522.40 HMA FOR APPROACHES, TYPE A | | | 0050 610-07487 30.000 Mg | 92.00000 2760.00| 83.00000 2490.00| 94.00000 2820.00 HMA FOR APPROACHES, TYPE B | | | 0051 610-08446 883.000 m2 | 35.33000 31196.39| 37.00000 32671.00| 36.50000 32229.50 PCCP FOR APPROACHES, 150 mm | | | 0052 611-06497 5.000 EACH | 119.60000 598.00| 115.00000 575.00| 115.00000 575.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 615-06490 7.000 EACH | 114.40000 800.80| 110.00000 770.00| 110.00000 770.00 RIGHT OF WAY MARKER | | | 0054 615-06505 5.000 EACH | 618.80000 3094.00| 600.00000 3000.00| 595.00000 2975.00 MONUMENT, B | | | 0055 615-06527 1.000 EACH | 514.80000 514.80| 500.00000 500.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0057 621-06567 30.300 kL | 1.04000 31.51| 1.00000 30.30| 1.00000 30.30 WATER | | | 0058 621-06575 1673.000 m2 | 3.68000 6156.64| 3.60000 6022.80| 5.00000 8365.00 SODDING, NURSERY | | | 0059 628-09402 15.000 MOS | 1570.60000 23559.00| 1000.00000 15000.00| 750.00000 11250.00 FIELD OFFICE, B | | | 0060 628-09407 15.000 MOS | 124.80000 1872.00| 90.00000 1350.00| 50.00000 750.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -5 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 123.000 m | 114.00000 14022.00| 102.00000 12546.00| 100.00000 12300.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05151 51.000 m | 135.00000 6885.00| 102.00000 5202.00| 125.00000 6375.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0063 715-05152 67.000 m | 125.00000 8375.00| 115.00000 7705.00| 135.00000 9045.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0064 715-05154 277.000 m | 156.00000 43212.00| 115.00000 31855.00| 155.00000 42935.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0065 715-05422 12.000 m | 224.00000 2688.00| 700.00000 8400.00| 250.00000 3000.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0066 715-08305 78.000 Mg | 100.50000 7839.00| 70.00000 5460.00| 80.00000 6240.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0067 715-97688 1.000 EACH | 6722.00000 6722.00| 7500.00000 7500.00| 6750.00000 6750.00 GRATED BOX END SECTION, II, 10:1, 600 m | | | 0068 720-44000 2.000 EACH | 302.00000 604.00| 250.00000 500.00| 350.00000 700.00 CASTING, ADJUST TO GRADE | | | 0069 720-45030 1.000 EACH | 1306.00000 1306.00| 850.00000 850.00| 1500.00000 1500.00 INLET, E7 | | | 0070 720-45035 2.000 EACH | 1290.00000 2580.00| 850.00000 1700.00| 1500.00000 3000.00 INLET, F7 | | | 0071 720-45045 7.000 EACH | 1670.00000 11690.00| 1200.00000 8400.00| 1700.00000 11900.00 INLET, J10 | | | 0072 720-45055 1.000 EACH | 1670.00000 1670.00| 1200.00000 1200.00| 1800.00000 1800.00 INLET, M10 | | | 0073 720-45075 1.000 EACH | 1940.00000 1940.00| 1400.00000 1400.00| 2100.00000 2100.00 INLET, R13 | | | 0074 720-45275 4.000 EACH | 1375.00000 5500.00| 1200.00000 4800.00| 2100.00000 8400.00 PIPE CATCH BASIN, 600 mm | | | 0075 720-90349 2.000 EACH | 1860.00000 3720.00| 1700.00000 3400.00| 2500.00000 5000.00 MANHOLE, C8 | | | 0076 720-90984 13.000 EACH | 1980.00000 25740.00| 1700.00000 22100.00| 2700.00000 35100.00 MANHOLE, C2 | | | 0077 720-98174 2.000 EACH | 2260.00000 4520.00| 1800.00000 3600.00| 2200.00000 4400.00 INLET, B15 | | | 0078 720-98555 1.000 EACH | 2280.00000 2280.00| 2500.00000 2500.00| 2200.00000 2200.00 INLET, C15 | | | 0079 801-03290 2.000 EACH | 286.00000 572.00| 300.00000 600.00| 275.00000 550.00 CONSTRUCTION SIGN, C | | | 0080 801-04308 6.000 EACH | 411.00000 2466.00| 400.00000 2400.00| 395.00000 2370.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -6 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 801-06203 2600.000 m | 0.96000 2496.00| 1.00000 2600.00| 0.92000 2392.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06640 14.000 EACH | 141.00000 1974.00| 200.00000 2800.00| 135.00000 1890.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 5.000 EACH | 63.00000 315.00| 100.00000 500.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 14850.00000 14850.00| 38000.00000 38000.00| 32500.00000 32500.00 MAINTAINING TRAFFIC | | | 0085 801-07118 64.800 m | 71.25000 4617.00| 80.00000 5184.00| 68.49000 4438.15 BARRICADE, III-A | | | 0086 801-07119 14.400 m | 85.50000 1231.20| 100.00000 1440.00| 82.19000 1183.54 BARRICADE, III-B | | | 0087 802-05701 49.900 m | 39.52000 1972.05| 40.00000 1996.00| 38.00000 1896.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 2.560 m2 | 167.00000 427.52| 160.00000 409.60| 160.00000 409.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 9.720 m2 | 188.00000 1827.36| 180.00000 1749.60| 180.00000 1749.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 805-01815 4.000 EACH | 1872.00000 7488.00| 1800.00000 7200.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0091 805-01842 6.000 EACH | 915.00000 5490.00| 900.00000 5400.00| 880.00000 5280.00 HANDHOLE, SIGNAL | | | 0092 805-01879 1.000 EACH | 572.00000 572.00| 560.00000 560.00| 550.00000 550.00 SIGNAL SERVICE, INSTALL | | | 0093 805-02151 2.000 EACH | 549.00000 1098.00| 528.00000 1056.00| 528.00000 1056.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0094 805-06592 329.500 m | 52.00000 17134.00| 50.00000 16475.00| 50.00000 16475.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0095 805-78100 1.000 EACH | 12420.00000 12420.00| 12000.00000 12000.00| 11940.00000 11940.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0096 805-78205 8.000 EACH | 649.00000 5192.00| 650.00000 5200.00| 624.00000 4992.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0097 805-78370 2.000 EACH | 187.00000 374.00| 180.00000 360.00| 180.00000 360.00 PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -7 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78415 4.000 EACH | 1375.00000 5500.00| 1320.00000 5280.00| 1320.00000 5280.00 SPAN, CATENARY, AND TETHER | | | 0099 805-78420 4.000 EACH | 291.00000 1164.00| 280.00000 1120.00| 280.00000 1120.00 DISCONNECT HANGER | | | 0100 805-78467 34.000 m | 6.25000 212.50| 6.00000 204.00| 6.00000 204.00 SIGNAL CABLE, 3C 8GA. | | | 0101 805-78480 327.800 m | 4.49000 1471.82| 4.50000 1475.10| 4.32000 1416.10 SIGNAL CABLE, 3C 14GA. | | | 0102 805-78485 95.000 m | 4.99000 474.05| 5.50000 522.50| 4.80000 456.00 SIGNAL CABLE, 5C 14GA. | | | 0103 805-78490 164.500 m | 5.20000 855.40| 5.50000 904.75| 5.00000 822.50 SIGNAL CABLE, 7C 14GA. | | | 0104 805-78510 295.000 m | 2.81000 828.95| 3.00000 885.00| 2.70000 796.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78795 150.000 m | 13.52000 2028.00| 13.00000 1950.00| 13.00000 1950.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0107 805-78925 1.000 EACH | 1250.00000 1250.00| 1200.00000 1200.00| 1200.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0108 805-81060 4.000 EACH | 5250.00000 21000.00| 5200.00000 20800.00| 5046.00000 20184.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0109 805-92504 4.000 EACH | 141.00000 564.00| 135.00000 540.00| 135.00000 540.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0110 808-06703 422.000 m | 1.58000 666.76| 1.60000 675.20| 1.52000 641.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0111 808-06716 1050.000 m | 2.08000 2184.00| 3.00000 3150.00| 2.00000 2100.00 LINE, REMOVE | | | 0112 808-75245 732.000 m | 1.57000 1149.24| 1.60000 1171.20| 1.51000 1105.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0113 808-75260 35.700 m | 13.30000 474.81| 13.00000 464.10| 12.79000 456.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0114 808-75278 45.000 m | 13.30000 598.50| 13.00000 585.00| 12.79000 575.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0115 808-75297 47.600 m | 20.12000 957.71| 20.00000 952.00| 19.35000 921.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0116 808-75300 36.500 m | 3.00000 109.50| 3.00000 109.50| 2.88000 105.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -8 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1036663 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |KNIES CONSTRUCTION INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 808-75320 2.000 EACH | 73.00000 146.00| 72.00000 144.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 2.000 EACH | 73.00000 146.00| 72.00000 144.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75350 2.000 EACH | 385.00000 770.00| 400.00000 800.00| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0120 808-92027 284.000 m | 3.10000 880.40| 3.00000 852.00| 2.98000 846.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0121 205-06934 0.500 Mg | 832.00000 416.00| 820.00000 410.00| 800.00000 400.00 TEMPORARY MULCHING | | | 0122 304-07494 288.000 Mg | 60.00000 17280.00| 72.00000 20736.00| 79.00000 22752.00 WIDENING WITH HMA, TYPE C | | | 0123 402-07434 468.000 Mg | 81.20000 38001.60| 77.00000 36036.00| 84.00000 39312.00 HMA SURFACE, TYPE C | | | 0124 402-07439 425.000 Mg | 64.50000 27412.50| 65.00000 27625.00| 71.00000 30175.00 HMA INTERMEDIATE, TYPE C | | | 0125 621-06557 20.000 kg | 23.50000 470.00| 25.00000 500.00| 22.55000 451.00 SEED MIXTURE, T | | | 0126 621-01004 2.000 EACH | 640.00000 1280.00| 650.00000 1300.00| 615.00000 1230.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0127 805-78470 410.000 m | 1.25000 512.50| 1.25000 512.50| 1.20000 492.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0128 805-78785 4.000 EACH | 572.00000 2288.00| 600.00000 2400.00| 550.00000 2200.00 SIGNAL DETECTOR HOUSING | | | SECTION TOTALS | $ 743,968.07| $ 796,296.50| $ 796,865.13 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 743,968.07| $ 796,296.50| $ 796,865.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -9 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW TRAFFIC SIGNAL | | | 0001 105-06845 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 130.00000 260.00| 160.00000 320.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 75.00000 2250.00| 60.00000 1800.00| 214.02000 6420.60 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 15000.00000 15000.00| 47500.00000 47500.00| 47000.33000 47000.33 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 36000.00000 36000.00| 20000.00000 20000.00| 7400.00000 7400.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 50.400 m2 | 15.00000 756.00| 24.00000 1209.60| 14.30000 720.72 PAVEMENT REMOVAL | | | 0015 202-02245 6.000 EACH | 300.00000 1800.00| 250.00000 1500.00| 420.00000 2520.00 TREE, 150 mm, REMOVE | | | 0016 202-02255 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 695.00000 695.00 TREE, 460 mm, REMOVE | | | 0017 202-02260 1.000 EACH | 4000.00000 4000.00| 2500.00000 2500.00| 1670.00000 1670.00 TREE, 760 mm, REMOVE | | | 0018 202-02279 64.000 m | 21.50000 1376.00| 32.00000 2048.00| 19.50000 1248.00 CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -10 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05545 50.000 m3 | 47.75000 2387.50| 50.00000 2500.00| 45.50000 2275.00 REGULATED MATERIALS, DISPOSE, C | | | 0020 202-05550 50.000 m3 | 61.00000 3050.00| 65.00000 3250.00| 56.50000 2825.00 REGULATED MATERIALS, REMOVE, C | | | 0021 202-05555 50.000 m3 | 28.75000 1437.50| 30.00000 1500.00| 27.50000 1375.00 REGULATED MATERIALS, TRANSPORT, C | | | 0022 202-52710 77.000 m2 | 18.00000 1386.00| 15.00000 1155.00| 11.75000 904.75 SIDEWALK, CONCRETE, REMOVE | | | 0023 202-78515 LUMP | 1836.00000 1836.00| 2000.00000 2000.00| 1700.00000 1700.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0024 202-91385 9.000 EACH | 410.00000 3690.00| 250.00000 2250.00| 320.00000 2880.00 INLET, REMOVE | | | 0025 202-92222 12.000 EACH | 500.00000 6000.00| 525.00000 6300.00| 475.00000 5700.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN | | | 0026 203-02000 1077.000 m3 | 21.00000 22617.00| 36.00000 38772.00| 50.50000 54388.50 EXCAVATION, COMMON | | | 0027 205-03371 200.000 m3 | 14.35000 2870.00| 5.25000 1050.00| 17.50000 3500.00 SEDIMENT REMOVE | | | 0028 205-06933 19.000 EACH | 103.00000 1957.00| 110.00000 2090.00| 98.00000 1862.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 113.000 m | 11.50000 1299.50| 12.00000 1356.00| 10.90000 1231.70 TEMPORARY SILT FENCE | | | 0030 207-08268 2478.000 m2 | 18.50000 45843.00| 18.00000 44604.00| 18.00000 44604.00 SUBGRADE TREATMENT, TYPE IV | | | 0031 211-09265 465.100 m3 | 35.75000 16627.33| 52.00000 24185.20| 36.30000 16883.13 STRUCTURE BACKFILL, TYPE 2 | | | 0032 213-09269 3.800 m3 | 187.00000 710.60| 205.00000 779.00| 155.00000 589.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0033 301-07448 783.000 Mg | 21.75000 17030.25| 36.00000 28188.00| 35.20000 27561.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 303-08210 300.000 Mg | 37.75000 11325.00| 21.00000 6300.00| 49.75000 14925.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 306-08034 2844.000 m2 | 2.45000 6967.80| 2.25000 6399.00| 2.30000 6541.20 MILLING, ASPHALT, 38 mm | | | 0037 306-08042 370.300 m2 | 2.75000 1018.33| 4.80000 1777.44| 2.10000 777.63 MILLING, SCARIFICATION/PROFILE | | | 0038 306-08043 259.000 m2 | 2.45000 634.55| 4.80000 1243.20| 2.25000 582.75 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -11 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 401-07408 1532.000 Mg | 72.30000 110763.60| 73.00000 111836.00| 67.00000 102644.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0042 406-05520 2.630 Mg | 690.00000 1814.70| 625.00000 1643.75| 640.00000 1683.20 ASPHALT FOR TACK COAT | | | 0043 604-07894 20.500 m2 | 140.00000 2870.00| 156.00000 3198.00| 60.00000 1230.00 CURB RAMP, CONCRETE, A | | | 0044 604-07897 19.400 m2 | 140.00000 2716.00| 156.00000 3026.40| 60.00000 1164.00 CURB RAMP, CONCRETE, C | | | 0045 604-07903 8.800 m2 | 140.00000 1232.00| 156.00000 1372.80| 95.00000 836.00 CURB RAMP, CONCRETE, K | | | 0046 604-91531 63.200 m2 | 33.00000 2085.60| 36.00000 2275.20| 40.00000 2528.00 SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06140 404.000 m | 43.00000 17372.00| 45.00000 18180.00| 44.50000 17978.00 CURB AND GUTTER, CONCRETE | | | 0048 607-06335 8.000 m | 81.00000 648.00| 90.00000 720.00| 115.00000 920.00 PAVED SIDE DITCH, A | | | 0049 610-07486 178.800 Mg | 151.00000 26998.80| 135.00000 24138.00| 140.00000 25032.00 HMA FOR APPROACHES, TYPE A | | | 0050 610-07487 30.000 Mg | 151.00000 4530.00| 130.00000 3900.00| 140.00000 4200.00 HMA FOR APPROACHES, TYPE B | | | 0051 610-08446 883.000 m2 | 39.00000 34437.00| 42.00000 37086.00| 33.25000 29359.75 PCCP FOR APPROACHES, 150 mm | | | 0052 611-06497 5.000 EACH | 121.00000 605.00| 115.00000 575.00| 115.00000 575.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 615-06490 7.000 EACH | 116.00000 812.00| 110.00000 770.00| 110.00000 770.00 RIGHT OF WAY MARKER | | | 0054 615-06505 5.000 EACH | 625.00000 3125.00| 600.00000 3000.00| 595.00000 2975.00 MONUMENT, B | | | 0055 615-06527 1.000 EACH | 520.00000 520.00| 500.00000 500.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0057 621-06567 30.300 kL | 1.05000 31.82| 1.00000 30.30| 1.00000 30.30 WATER | | | 0058 621-06575 1673.000 m2 | 3.75000 6273.75| 5.00000 8365.00| 3.55000 5939.15 SODDING, NURSERY | | | 0059 628-09402 15.000 MOS | 1900.00000 28500.00| 1500.00000 22500.00| 1600.00000 24000.00 FIELD OFFICE, B | | | 0060 628-09407 15.000 MOS | 215.00000 3225.00| 230.00000 3450.00| 160.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -12 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 123.000 m | 83.50000 10270.50| 155.00000 19065.00| 127.60000 15694.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05151 51.000 m | 92.00000 4692.00| 120.00000 6120.00| 144.00000 7344.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0063 715-05152 67.000 m | 95.00000 6365.00| 120.00000 8040.00| 156.00000 10452.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0064 715-05154 277.000 m | 130.00000 36010.00| 145.00000 40165.00| 188.50000 52214.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0065 715-05422 12.000 m | 86.50000 1038.00| 270.00000 3240.00| 263.75000 3165.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0066 715-08305 78.000 Mg | 95.00000 7410.00| 85.00000 6630.00| 131.00000 10218.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0067 715-97688 1.000 EACH | 10300.00000 10300.00| 10000.00000 10000.00| 6695.00000 6695.00 GRATED BOX END SECTION, II, 10:1, 600 m | | | 0068 720-44000 2.000 EACH | 605.00000 1210.00| 450.00000 900.00| 962.00000 1924.00 CASTING, ADJUST TO GRADE | | | 0069 720-45030 1.000 EACH | 1450.00000 1450.00| 2000.00000 2000.00| 1700.00000 1700.00 INLET, E7 | | | 0070 720-45035 2.000 EACH | 1450.00000 2900.00| 2000.00000 4000.00| 1850.00000 3700.00 INLET, F7 | | | 0071 720-45045 7.000 EACH | 1600.00000 11200.00| 2100.00000 14700.00| 2115.00000 14805.00 INLET, J10 | | | 0072 720-45055 1.000 EACH | 1940.00000 1940.00| 2100.00000 2100.00| 2240.00000 2240.00 INLET, M10 | | | 0073 720-45075 1.000 EACH | 2300.00000 2300.00| 2500.00000 2500.00| 2140.00000 2140.00 INLET, R13 | | | 0074 720-45275 4.000 EACH | 1660.00000 6640.00| 1300.00000 5200.00| 2025.00000 8100.00 PIPE CATCH BASIN, 600 mm | | | 0075 720-90349 2.000 EACH | 2310.00000 4620.00| 2200.00000 4400.00| 2840.00000 5680.00 MANHOLE, C8 | | | 0076 720-90984 13.000 EACH | 2360.00000 30680.00| 2360.00000 30680.00| 2990.00000 38870.00 MANHOLE, C2 | | | 0077 720-98174 2.000 EACH | 2570.00000 5140.00| 2650.00000 5300.00| 2650.00000 5300.00 INLET, B15 | | | 0078 720-98555 1.000 EACH | 2630.00000 2630.00| 2800.00000 2800.00| 1960.00000 1960.00 INLET, C15 | | | 0079 801-03290 2.000 EACH | 289.00000 578.00| 300.00000 600.00| 275.00000 550.00 CONSTRUCTION SIGN, C | | | 0080 801-04308 6.000 EACH | 415.00000 2490.00| 435.00000 2610.00| 395.00000 2370.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -13 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 801-06203 2600.000 m | 0.97000 2522.00| 0.95000 2470.00| 0.92000 2392.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06640 14.000 EACH | 142.00000 1988.00| 148.00000 2072.00| 135.00000 1890.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 5.000 EACH | 63.00000 315.00| 66.00000 330.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 10000.00000 10000.00| 38000.00000 38000.00| 53865.00000 53865.00 MAINTAINING TRAFFIC | | | 0085 801-07118 64.800 m | 72.00000 4665.60| 75.00000 4860.00| 68.50000 4438.80 BARRICADE, III-A | | | 0086 801-07119 14.400 m | 86.50000 1245.60| 90.00000 1296.00| 82.20000 1183.68 BARRICADE, III-B | | | 0087 802-05701 49.900 m | 40.00000 1996.00| 38.00000 1896.20| 38.00000 1896.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 2.560 m2 | 168.00000 430.08| 160.00000 409.60| 160.00000 409.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 9.720 m2 | 189.00000 1837.08| 180.00000 1749.60| 180.00000 1749.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 805-01815 4.000 EACH | 1890.00000 7560.00| 2000.00000 8000.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0091 805-01842 6.000 EACH | 924.00000 5544.00| 1000.00000 6000.00| 880.00000 5280.00 HANDHOLE, SIGNAL | | | 0092 805-01879 1.000 EACH | 580.00000 580.00| 600.00000 600.00| 550.00000 550.00 SIGNAL SERVICE, INSTALL | | | 0093 805-02151 2.000 EACH | 560.00000 1120.00| 600.00000 1200.00| 528.00000 1056.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0094 805-06592 329.500 m | 52.50000 17298.75| 52.00000 17134.00| 50.00000 16475.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0095 805-78100 1.000 EACH | 12500.00000 12500.00| 13000.00000 13000.00| 11940.00000 11940.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0096 805-78205 8.000 EACH | 655.00000 5240.00| 650.00000 5200.00| 624.00000 4992.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0097 805-78370 2.000 EACH | 190.00000 380.00| 200.00000 400.00| 180.00000 360.00 PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -14 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78415 4.000 EACH | 1390.00000 5560.00| 1400.00000 5600.00| 1320.00000 5280.00 SPAN, CATENARY, AND TETHER | | | 0099 805-78420 4.000 EACH | 295.00000 1180.00| 300.00000 1200.00| 280.00000 1120.00 DISCONNECT HANGER | | | 0100 805-78467 34.000 m | 7.00000 238.00| 6.20000 210.80| 6.00000 204.00 SIGNAL CABLE, 3C 8GA. | | | 0101 805-78480 327.800 m | 4.50000 1475.10| 4.35000 1425.93| 4.32000 1416.10 SIGNAL CABLE, 3C 14GA. | | | 0102 805-78485 95.000 m | 5.10000 484.50| 4.80000 456.00| 4.80000 456.00 SIGNAL CABLE, 5C 14GA. | | | 0103 805-78490 164.500 m | 5.25000 863.63| 5.00000 822.50| 5.00000 822.50 SIGNAL CABLE, 7C 14GA. | | | 0104 805-78510 295.000 m | 2.85000 840.75| 2.70000 796.50| 2.70000 796.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78795 150.000 m | 13.65000 2047.50| 13.25000 1987.50| 13.00000 1950.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0107 805-78925 1.000 EACH | 1260.00000 1260.00| 1300.00000 1300.00| 1200.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0108 805-81060 4.000 EACH | 5300.00000 21200.00| 5300.00000 21200.00| 5046.00000 20184.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0109 805-92504 4.000 EACH | 142.00000 568.00| 135.00000 540.00| 135.00000 540.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0110 808-06703 422.000 m | 1.60000 675.20| 1.52000 641.44| 1.52000 641.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0111 808-06716 1050.000 m | 2.10000 2205.00| 2.20000 2310.00| 2.00000 2100.00 LINE, REMOVE | | | 0112 808-75245 732.000 m | 1.60000 1171.20| 1.51000 1105.32| 1.51000 1105.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0113 808-75260 35.700 m | 13.50000 481.95| 12.80000 456.96| 12.79000 456.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0114 808-75278 45.000 m | 13.45000 605.25| 12.80000 576.00| 12.79000 575.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0115 808-75297 47.600 m | 20.50000 975.80| 19.40000 923.44| 19.35000 921.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0116 808-75300 36.500 m | 3.00000 109.50| 2.90000 105.85| 2.88000 105.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -15 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1284120 |( 5 ) 35-0626844 |( 6 ) 35-1009310 |KOBERSTEIN TRUCKING INC |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 808-75320 2.000 EACH | 74.00000 148.00| 70.00000 140.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 2.000 EACH | 74.00000 148.00| 70.00000 140.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75350 2.000 EACH | 390.00000 780.00| 370.00000 740.00| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0120 808-92027 284.000 m | 3.15000 894.60| 3.00000 852.00| 2.98000 846.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0121 205-06934 0.500 Mg | 840.00000 420.00| 1700.00000 850.00| 800.00000 400.00 TEMPORARY MULCHING | | | 0122 304-07494 288.000 Mg | 88.50000 25488.00| 105.00000 30240.00| 82.00000 23616.00 WIDENING WITH HMA, TYPE C | | | 0123 402-07434 468.000 Mg | 112.00000 52416.00| 100.00000 46800.00| 104.00000 48672.00 HMA SURFACE, TYPE C | | | 0124 402-07439 425.000 Mg | 91.00000 38675.00| 90.00000 38250.00| 85.00000 36125.00 HMA INTERMEDIATE, TYPE C | | | 0125 621-06557 20.000 kg | 23.75000 475.00| 22.60000 452.00| 22.55000 451.00 SEED MIXTURE, T | | | 0126 621-01004 2.000 EACH | 650.00000 1300.00| 615.00000 1230.00| 615.00000 1230.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0127 805-78470 410.000 m | 1.26000 516.60| 1.20000 492.00| 1.20000 492.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0128 805-78785 4.000 EACH | 580.00000 2320.00| 570.00000 2280.00| 550.00000 2200.00 SIGNAL DETECTOR HOUSING | | | SECTION TOTALS | $ 866,145.82| $ 954,882.53| $ 961,895.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 866,145.82| $ 954,882.53| $ 961,895.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -16 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW TRAFFIC SIGNAL | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 13500.00000 13500.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 170.00000 340.00| 350.00000 700.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 90.00000 2700.00| 75.00000 2250.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 50000.00000 50000.00| 54691.59000 54691.59| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 15000.00000 15000.00| 16407.47000 16407.47| CLEARING RIGHT OF WAY | | | 0014 202-02240 50.400 m2 | 30.00000 1512.00| 30.00000 1512.00| PAVEMENT REMOVAL | | | 0015 202-02245 6.000 EACH | 125.00000 750.00| 150.00000 900.00| TREE, 150 mm, REMOVE | | | 0016 202-02255 1.000 EACH | 550.00000 550.00| 350.00000 350.00| TREE, 460 mm, REMOVE | | | 0017 202-02260 1.000 EACH | 1400.00000 1400.00| 500.00000 500.00| TREE, 760 mm, REMOVE | | | 0018 202-02279 64.000 m | 95.00000 6080.00| 40.00000 2560.00| CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -17 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05545 50.000 m3 | 79.00000 3950.00| 63.00000 3150.00| REGULATED MATERIALS, DISPOSE, C | | | 0020 202-05550 50.000 m3 | 48.00000 2400.00| 38.00000 1900.00| REGULATED MATERIALS, REMOVE, C | | | 0021 202-05555 50.000 m3 | 28.00000 1400.00| 22.00000 1100.00| REGULATED MATERIALS, TRANSPORT, C | | | 0022 202-52710 77.000 m2 | 13.00000 1001.00| 35.00000 2695.00| SIDEWALK, CONCRETE, REMOVE | | | 0023 202-78515 LUMP | 1000.00000 1000.00| 1700.00000 1700.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0024 202-91385 9.000 EACH | 325.00000 2925.00| 750.00000 6750.00| INLET, REMOVE | | | 0025 202-92222 12.000 EACH | 440.00000 5280.00| 350.00000 4200.00| TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN | | | 0026 203-02000 1077.000 m3 | 50.00000 53850.00| 25.00000 26925.00| EXCAVATION, COMMON | | | 0027 205-03371 200.000 m3 | 18.50000 3700.00| 35.00000 7000.00| SEDIMENT REMOVE | | | 0028 205-06933 19.000 EACH | 124.00000 2356.00| 98.00000 1862.00| TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 113.000 m | 14.00000 1582.00| 10.85000 1226.05| TEMPORARY SILT FENCE | | | 0030 207-08268 2478.000 m2 | 20.00000 49560.00| 30.00000 74340.00| SUBGRADE TREATMENT, TYPE IV | | | 0031 211-09265 465.100 m3 | 40.00000 18604.00| 50.00000 23255.00| STRUCTURE BACKFILL, TYPE 2 | | | 0032 213-09269 3.800 m3 | 143.00000 543.40| 350.00000 1330.00| FLOWABLE BACKFILL, NON-REMOVABLE | | | 0033 301-07448 783.000 Mg | 30.00000 23490.00| 40.00000 31320.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 303-08210 300.000 Mg | 24.00000 7200.00| 50.00000 15000.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 306-08034 2844.000 m2 | 3.00000 8532.00| 5.00000 14220.00| MILLING, ASPHALT, 38 mm | | | 0037 306-08042 370.300 m2 | 4.00000 1481.20| 5.00000 1851.50| MILLING, SCARIFICATION/PROFILE | | | 0038 306-08043 259.000 m2 | 4.00000 1036.00| 5.00000 1295.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -18 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 401-07408 1532.000 Mg | 84.50000 129454.00| 67.00000 102644.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0042 406-05520 2.630 Mg | 800.00000 2104.00| 640.00000 1683.20| ASPHALT FOR TACK COAT | | | 0043 604-07894 20.500 m2 | 76.00000 1558.00| 60.00000 1230.00| CURB RAMP, CONCRETE, A | | | 0044 604-07897 19.400 m2 | 76.00000 1474.40| 60.00000 1164.00| CURB RAMP, CONCRETE, C | | | 0045 604-07903 8.800 m2 | 120.00000 1056.00| 95.00000 836.00| CURB RAMP, CONCRETE, K | | | 0046 604-91531 63.200 m2 | 50.00000 3160.00| 40.00000 2528.00| SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06140 404.000 m | 56.00000 22624.00| 44.50000 17978.00| CURB AND GUTTER, CONCRETE | | | 0048 607-06335 8.000 m | 145.00000 1160.00| 115.00000 920.00| PAVED SIDE DITCH, A | | | 0049 610-07486 178.800 Mg | 177.00000 31647.60| 140.00000 25032.00| HMA FOR APPROACHES, TYPE A | | | 0050 610-07487 30.000 Mg | 177.00000 5310.00| 140.00000 4200.00| HMA FOR APPROACHES, TYPE B | | | 0051 610-08446 883.000 m2 | 42.00000 37086.00| 33.25000 29359.75| PCCP FOR APPROACHES, 150 mm | | | 0052 611-06497 5.000 EACH | 145.00000 725.00| 115.00000 575.00| MAILBOX ASSEMBLY, SINGLE | | | 0053 615-06490 7.000 EACH | 140.00000 980.00| 110.00000 770.00| RIGHT OF WAY MARKER | | | 0054 615-06505 5.000 EACH | 750.00000 3750.00| 595.00000 2975.00| MONUMENT, B | | | 0055 615-06527 1.000 EACH | 625.00000 625.00| 495.00000 495.00| MONUMENT, SECTION CORNER | | | 0057 621-06567 30.300 kL | 1.00000 30.30| 1.00000 30.30| WATER | | | 0058 621-06575 1673.000 m2 | 4.50000 7528.50| 3.54000 5922.42| SODDING, NURSERY | | | 0059 628-09402 15.000 MOS | 1700.00000 25500.00| 2500.00000 37500.00| FIELD OFFICE, B | | | 0060 628-09407 15.000 MOS | 125.00000 1875.00| 300.00000 4500.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -19 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 123.000 m | 200.00000 24600.00| 250.00000 30750.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05151 51.000 m | 200.00000 10200.00| 200.00000 10200.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0063 715-05152 67.000 m | 130.00000 8710.00| 275.00000 18425.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0064 715-05154 277.000 m | 135.00000 37395.00| 325.00000 90025.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0065 715-05422 12.000 m | 650.00000 7800.00| 650.00000 7800.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0066 715-08305 78.000 Mg | 100.00000 7800.00| 94.00000 7332.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0067 715-97688 1.000 EACH | 7500.00000 7500.00| 15000.00000 15000.00| GRATED BOX END SECTION, II, 10:1, 600 m | | | 0068 720-44000 2.000 EACH | 400.00000 800.00| 1500.00000 3000.00| CASTING, ADJUST TO GRADE | | | 0069 720-45030 1.000 EACH | 1300.00000 1300.00| 3000.00000 3000.00| INLET, E7 | | | 0070 720-45035 2.000 EACH | 1300.00000 2600.00| 3000.00000 6000.00| INLET, F7 | | | 0071 720-45045 7.000 EACH | 1600.00000 11200.00| 3500.00000 24500.00| INLET, J10 | | | 0072 720-45055 1.000 EACH | 1600.00000 1600.00| 3500.00000 3500.00| INLET, M10 | | | 0073 720-45075 1.000 EACH | 2500.00000 2500.00| 5000.00000 5000.00| INLET, R13 | | | 0074 720-45275 4.000 EACH | 1200.00000 4800.00| 2000.00000 8000.00| PIPE CATCH BASIN, 600 mm | | | 0075 720-90349 2.000 EACH | 1900.00000 3800.00| 4000.00000 8000.00| MANHOLE, C8 | | | 0076 720-90984 13.000 EACH | 1800.00000 23400.00| 4000.00000 52000.00| MANHOLE, C2 | | | 0077 720-98174 2.000 EACH | 2200.00000 4400.00| 4500.00000 9000.00| INLET, B15 | | | 0078 720-98555 1.000 EACH | 2200.00000 2200.00| 4500.00000 4500.00| INLET, C15 | | | 0079 801-03290 2.000 EACH | 345.00000 690.00| 275.00000 550.00| CONSTRUCTION SIGN, C | | | 0080 801-04308 6.000 EACH | 490.00000 2940.00| 395.00000 2370.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -20 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 801-06203 2600.000 m | 1.00000 2600.00| 0.92000 2392.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06640 14.000 EACH | 170.00000 2380.00| 135.00000 1890.00| CONSTRUCTION SIGN, A | | | 0083 801-06645 5.000 EACH | 75.00000 375.00| 60.00000 300.00| CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 20500.00000 20500.00| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0085 801-07118 64.800 m | 86.00000 5572.80| 68.49000 4438.15| BARRICADE, III-A | | | 0086 801-07119 14.400 m | 104.00000 1497.60| 82.19000 1183.54| BARRICADE, III-B | | | 0087 802-05701 49.900 m | 48.00000 2395.20| 38.00000 1896.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 2.560 m2 | 200.00000 512.00| 160.00000 409.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 9.720 m2 | 225.00000 2187.00| 180.00000 1749.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 805-01815 4.000 EACH | 2200.00000 8800.00| 1800.00000 7200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0091 805-01842 6.000 EACH | 1100.00000 6600.00| 880.00000 5280.00| HANDHOLE, SIGNAL | | | 0092 805-01879 1.000 EACH | 700.00000 700.00| 550.00000 550.00| SIGNAL SERVICE, INSTALL | | | 0093 805-02151 2.000 EACH | 700.00000 1400.00| 528.00000 1056.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0094 805-06592 329.500 m | 60.00000 19770.00| 50.00000 16475.00| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0095 805-78100 1.000 EACH | 15000.00000 15000.00| 11940.00000 11940.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0096 805-78205 8.000 EACH | 750.00000 6000.00| 624.00000 4992.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0097 805-78370 2.000 EACH | 225.00000 450.00| 180.00000 360.00| PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -21 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78415 4.000 EACH | 1600.00000 6400.00| 1320.00000 5280.00| SPAN, CATENARY, AND TETHER | | | 0099 805-78420 4.000 EACH | 350.00000 1400.00| 280.00000 1120.00| DISCONNECT HANGER | | | 0100 805-78467 34.000 m | 7.50000 255.00| 6.00000 204.00| SIGNAL CABLE, 3C 8GA. | | | 0101 805-78480 327.800 m | 5.00000 1639.00| 4.32000 1416.10| SIGNAL CABLE, 3C 14GA. | | | 0102 805-78485 95.000 m | 6.00000 570.00| 4.80000 456.00| SIGNAL CABLE, 5C 14GA. | | | 0103 805-78490 164.500 m | 6.00000 987.00| 5.00000 822.50| SIGNAL CABLE, 7C 14GA. | | | 0104 805-78510 295.000 m | 3.00000 885.00| 2.70000 796.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78795 150.000 m | 16.00000 2400.00| 13.00000 1950.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0107 805-78925 1.000 EACH | 1500.00000 1500.00| 1200.00000 1200.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0108 805-81060 4.000 EACH | 6400.00000 25600.00| 5046.00000 20184.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0109 805-92504 4.000 EACH | 170.00000 680.00| 135.00000 540.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0110 808-06703 422.000 m | 1.90000 801.80| 1.52000 641.44| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0111 808-06716 1050.000 m | 2.50000 2625.00| 2.00000 2100.00| LINE, REMOVE | | | 0112 808-75245 732.000 m | 1.90000 1390.80| 1.51000 1105.32| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0113 808-75260 35.700 m | 16.00000 571.20| 12.79000 456.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0114 808-75278 45.000 m | 16.00000 720.00| 12.79000 575.55| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0115 808-75297 47.600 m | 24.00000 1142.40| 19.35000 921.06| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0116 808-75300 36.500 m | 3.50000 127.75| 2.88000 105.12| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 140 -22 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 140 CONTRACT ID : SR -28738-A COUNTIES : DUBOIS LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1618530 |( ) |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 808-75320 2.000 EACH | 88.00000 176.00| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 2.000 EACH | 88.00000 176.00| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75350 2.000 EACH | 450.00000 900.00| 370.00000 740.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0120 808-92027 284.000 m | 3.75000 1065.00| 2.98000 846.32| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0121 205-06934 0.500 Mg | 1000.00000 500.00| 800.00000 400.00| TEMPORARY MULCHING | | | 0122 304-07494 288.000 Mg | 100.00000 28800.00| 82.00000 23616.00| WIDENING WITH HMA, TYPE C | | | 0123 402-07434 468.000 Mg | 130.00000 60840.00| 104.00000 48672.00| HMA SURFACE, TYPE C | | | 0124 402-07439 425.000 Mg | 105.00000 44625.00| 85.00000 36125.00| HMA INTERMEDIATE, TYPE C | | | 0125 621-06557 20.000 kg | 28.00000 560.00| 22.55000 451.00| SEED MIXTURE, T | | | 0126 621-01004 2.000 EACH | 775.00000 1550.00| 615.00000 1230.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0127 805-78470 410.000 m | 1.50000 615.00| 1.20000 492.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0128 805-78785 4.000 EACH | 695.00000 2780.00| 550.00000 2200.00| SIGNAL DETECTOR HOUSING | | | SECTION TOTALS | $ 1,016,134.95| $ 1,093,831.88| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,016,134.95| $ 1,093,831.88| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/23/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0013180 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES INC $ 1,115,122.65 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 1,139,931.00 102.2247% 3 35-0997978 PHEND & BROWN INC $ 1,158,273.28 103.8696% 4 38-1625197 SELGE CONSTRUCTION CO INC $ 1,163,640.59 104.3509% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,183,652.66 106.1455% 6 26-3919039 ALVERNO CONSTRUCTION LLC $ 1,259,630.06 112.9589% 7 35-1339168 LAPORTE CONSTRUCTION CO $ 1,270,687.48 113.9505% 8 35-1067077 RITSCHARD BROTHERS $ 1,348,720.52 120.9482% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 1,363,169.96 122.2439% 10 35-1489621 HRP CONSTRUCTION INC $ 1,365,068.87 122.4142% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -2 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1185040 |( 3 ) 35-0997978 |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 27000.00000 27000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 125.00000 125.00| 300.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 135.00000 810.00| 75.00000 450.00| 60.00000 360.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 48000.00000 48000.00| 55000.00000 55000.00| 57913.66000 57913.66 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 42000.00000 42000.00| 44399.47000 44399.47| 23165.46000 23165.46 CLEARING RIGHT OF WAY | | | 0012 202-02240 219.000 SYS | 12.00000 2628.00| 5.85000 1281.15| 26.23000 5744.37 PAVEMENT REMOVAL | | | 0013 202-02286 3.000 EACH | 8800.00000 26400.00| 6900.00000 20700.00| 12000.00000 36000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 3296.000 CYS | 17.00000 56032.00| 20.00000 65920.00| 20.00000 65920.00 EXCAVATION, COMMON | | | 0015 203-02070 1508.000 CYS | 1.00000 1508.00| 12.80000 19302.40| 0.10000 150.80 BORROW | | | 0016 205-06931 78.000 TON | 50.00000 3900.00| 43.00000 3354.00| 40.99000 3197.22 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 344.000 TON | 40.00000 13760.00| 23.00000 7912.00| 40.99000 14100.56 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -3 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1185040 |( 3 ) 35-0997978 |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-09543 200.000 TON | 30.00000 6000.00| 37.50000 7500.00| 43.73000 8746.00 NO 2 STONE | | | 0019 207-08263 8109.000 SYS | 12.00000 97308.00| 11.80000 95686.20| 7.00000 56763.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08267 236.000 SYS | 10.00000 2360.00| 11.35000 2678.60| 16.00000 3776.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09264 12.000 CYS | 34.00000 408.00| 14.00000 168.00| 10.00000 120.00 STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09268 553.000 CYS | 77.00000 42581.00| 75.00000 41475.00| 55.00000 30415.00 STRUCTURE BACKFILL, TYPE 5 | | | 0023 301-07448 6038.000 TON | 12.00000 72456.00| 13.00000 78494.00| 10.00000 60380.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07494 192.000 TON | 63.00000 12096.00| 75.60000 14515.20| 125.00000 24000.00 WIDENING WITH HMA, TYPE C | | | 0025 306-08036 6816.000 SYS | 2.00000 13632.00| 1.35000 9201.60| 0.01000 68.16 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 960.000 SYS | 4.00000 3840.00| 0.75000 720.00| 0.01000 9.60 MILLING, TRANSITION | | | 0027 402-07434 958.000 TON | 55.00000 52690.00| 65.00000 62270.00| 40.00000 38320.00 HMA SURFACE, TYPE C | | | 0028 402-07439 1926.000 TON | 30.00000 57780.00| 55.80000 107470.80| 40.00000 77040.00 HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 121.000 TON | 82.00000 9922.00| 95.15000 11513.15| 125.00000 15125.00 HMA BASE, TYPE C | | | 0030 402-07452 278.000 TON | 53.00000 14734.00| 62.95000 17500.10| 40.00000 11120.00 HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05520 5.700 TON | 1.00000 5.70| 1.00000 5.70| 0.01000 0.06 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 2000.00000 2000.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06854 6.000 EACH | 2300.00000 13800.00| 2100.00000 12600.00| 2100.00000 12600.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 9.000 EACH | 3000.00000 27000.00| 2200.00000 19800.00| 2200.00000 19800.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1469.000 LFT | 18.00000 26442.00| 17.00000 24973.00| 17.00000 24973.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07487 23.000 TON | 110.00000 2530.00| 85.50000 1966.50| 165.00000 3795.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -4 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1185040 |( 3 ) 35-0997978 |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 610-09108 153.000 SYS | 45.00000 6885.00| 61.75000 9447.75| 55.00000 8415.00 PCCP FOR APPROACHES, 9 IN. | | | 0038 615-06490 14.000 EACH | 200.00000 2800.00| 175.00000 2450.00| 175.00000 2450.00 RIGHT OF WAY MARKER | | | 0039 615-06505 5.000 EACH | 650.00000 3250.00| 600.00000 3000.00| 600.00000 3000.00 MONUMENT, B | | | 0040 615-06510 1.000 EACH | 450.00000 450.00| 400.00000 400.00| 400.00000 400.00 MONUMENT, C | | | 0041 615-06527 1.000 EACH | 500.00000 500.00| 450.00000 450.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0042 616-02320 705.000 SYS | 3.00000 2115.00| 2.90000 2044.50| 1.31000 923.55 GEOTEXTILES | | | 0043 616-05688 33.000 TON | 55.00000 1815.00| 68.00000 2244.00| 86.48000 2853.84 RIPRAP, CLASS 1 | | | 0044 616-05689 29.000 TON | 60.00000 1740.00| 68.00000 1972.00| 86.50000 2508.50 RIPRAP, CLASS 2 | | | 0045 616-06405 370.000 TON | 29.00000 10730.00| 44.00000 16280.00| 63.70000 23569.00 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 500.00000 1000.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 6.000 TON | 750.00000 4500.00| 700.00000 4200.00| 700.00000 4200.00 FERTILIZER | | | 0048 621-06553 461.000 LBS | 3.00000 1383.00| 2.88000 1327.68| 2.88000 1327.68 SEED MIXTURE, R | | | 0049 621-06557 231.000 LBS | 5.00000 1155.00| 4.90000 1131.90| 4.90000 1131.90 SEED MIXTURE, T | | | 0050 621-06565 1.000 TON | 700.00000 700.00| 600.00000 600.00| 600.00000 600.00 MULCHING MATERIAL | | | 0051 622-52436 7.000 EACH | 45.00000 315.00| 30.00000 210.00| 30.00000 210.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 165.000 EACH | 10.00000 1650.00| 9.88000 1630.20| 9.88000 1630.20 SEEDLING | | | 0053 622-98200 24.000 EACH | 40.00000 960.00| 30.00000 720.00| 30.00000 720.00 SIGN, DO NOT DISTURB | | | 0054 628-09401 6.000 MOS | 2700.00000 16200.00| 2200.00000 13200.00| 2300.00000 13800.00 FIELD OFFICE, A | | | 0055 714-07112 79.000 LFT | 1410.00000 111390.00| 1165.00000 92035.00| 1850.00000 146150.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 16' X 4' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -5 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1185040 |( 3 ) 35-0997978 |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 714-07622 80.000 LFT | 1260.00000 100800.00| 1065.00000 85200.00| 1680.00000 134400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 5 FT. | | | 0057 714-26703 75.000 LFT | 450.00000 33750.00| 411.00000 30825.00| 875.00000 65625.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0058 715-05169 38.000 LFT | 30.00000 1140.00| 32.85000 1248.30| 23.00000 874.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-46005 2.000 EACH | 270.00000 540.00| 240.00000 480.00| 270.00000 540.00 PIPE END SECTION, 15 IN. | | | 0060 801-03290 2.000 EACH | 125.00000 250.00| 115.00000 230.00| 115.00000 230.00 CONSTRUCTION SIGN, C | | | 0061 801-06203 39402.000 LFT | 0.15000 5910.30| 0.15000 5910.30| 0.01000 394.02 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 14335.000 LFT | 0.85000 12184.75| 0.95000 13618.25| 0.01000 143.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06216 48.000 LFT | 5.00000 240.00| 4.80000 230.40| 4.80000 230.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0064 801-06640 25.000 EACH | 95.00000 2375.00| 88.00000 2200.00| 88.00000 2200.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 54.00000 108.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 48000.00000 48000.00| 25000.00000 25000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 24.000 LFT | 13.00000 312.00| 12.00000 288.00| 12.00000 288.00 BARRICADE, III-A | | | 0068 801-08508 798.000 LFT | 27.00000 21546.00| 31.55000 25176.90| 60.00000 47880.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0071 802-05704 53.000 LFT | 10.00000 530.00| 10.00000 530.00| 10.00000 530.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-07060 8.000 EACH | 95.00000 760.00| 89.00000 712.00| 89.00000 712.00 SIGN, SHEET, RELOCATE | | | 0073 804-76350 2.000 EACH | 200.00000 400.00| 30.00000 60.00| 30.00000 60.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0074 808-06703 5670.000 LFT | 0.40000 2268.00| 0.30000 1701.00| 0.30000 1701.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -6 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1185040 |( 3 ) 35-0997978 |PIONEER ASSOCIATES INC |NIBLOCK EXCAVATING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-06716 1615.000 LFT | 0.50000 807.50| 0.49000 791.35| 0.49000 791.35 LINE, REMOVE | | | 0076 808-75240 711.000 LFT | 0.40000 284.40| 0.30000 213.30| 0.30000 213.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0077 808-75245 1450.000 LFT | 0.40000 580.00| 0.30000 435.00| 0.30000 435.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75996 54.000 EACH | 12.00000 648.00| 5.50000 297.00| 6.00000 324.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 54.000 EACH | 43.00000 2322.00| 13.95000 753.30| 13.95000 753.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 801-01851 LUMP | 23000.00000 23000.00| 16500.00000 16500.00| 16500.00000 16500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE I | | | 0081 801-01851 LUMP | 24000.00000 24000.00| 17400.00000 17400.00| 17400.00000 17400.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE II | | | SECTION TOTALS | $ 1,115,122.65| $ 1,139,931.00| $ 1,158,273.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,115,122.65| $ 1,139,931.00| $ 1,158,273.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -7 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1065659 |( 6 ) 26-3919039 |SELGE CONSTRUCTION CO INC |BROOKS CONSTRUCTION COMPANY |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6600.00000 6600.00| 9994.90000 9994.90| 15912.20000 15912.20 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 80.00000 80.00| 196.35000 196.35 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 75.00000 450.00| 40.00000 240.00| 112.20000 673.20 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 50000.00000 50000.00| 81000.00000 81000.00| 137902.78000 137902.78 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 15000.00000 15000.00| 35000.00000 35000.00| 5699.76000 5699.76 CLEARING RIGHT OF WAY | | | 0012 202-02240 219.000 SYS | 15.00000 3285.00| 14.00000 3066.00| 8.81000 1929.39 PAVEMENT REMOVAL | | | 0013 202-02286 3.000 EACH | 15000.00000 45000.00| 15256.00000 45768.00| 22402.60000 67207.80 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 3296.000 CYS | 22.80000 75148.80| 15.00000 49440.00| 10.35000 34113.60 EXCAVATION, COMMON | | | 0015 203-02070 1508.000 CYS | 12.00000 18096.00| 14.30000 21564.40| 16.99000 25620.92 BORROW | | | 0016 205-06931 78.000 TON | 47.75000 3724.50| 41.00000 3198.00| 60.63000 4729.14 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 344.000 TON | 41.00000 14104.00| 43.00000 14792.00| 12.07000 4152.08 TEMPORARY SEDIMENT TRAP | | | 0018 205-09543 200.000 TON | 36.00000 7200.00| 26.00000 5200.00| 31.75000 6350.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -8 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1065659 |( 6 ) 26-3919039 |SELGE CONSTRUCTION CO INC |BROOKS CONSTRUCTION COMPANY |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08263 8109.000 SYS | 2.00000 16218.00| 8.00000 64872.00| 12.55000 101767.95 SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08267 236.000 SYS | 18.35000 4330.60| 11.00000 2596.00| 8.55000 2017.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09264 12.000 CYS | 33.65000 403.80| 7.60000 91.20| 11.69000 140.28 STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09268 553.000 CYS | 64.00000 35392.00| 54.00000 29862.00| 76.69000 42409.57 STRUCTURE BACKFILL, TYPE 5 | | | 0023 301-07448 6038.000 TON | 13.35000 80607.30| 11.00000 66418.00| 12.34000 74508.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07494 192.000 TON | 145.00000 27840.00| 60.00000 11520.00| 67.32000 12925.44 WIDENING WITH HMA, TYPE C | | | 0025 306-08036 6816.000 SYS | 1.30000 8860.80| 1.70000 11587.20| 1.92000 13086.72 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 960.000 SYS | 1.30000 1248.00| 0.60000 576.00| 1.34000 1286.40 MILLING, TRANSITION | | | 0027 402-07434 958.000 TON | 40.00000 38320.00| 52.72000 50505.76| 59.15000 56665.70 HMA SURFACE, TYPE C | | | 0028 402-07439 1926.000 TON | 40.00000 77040.00| 29.00000 55854.00| 32.54000 62672.04 HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 121.000 TON | 125.00000 15125.00| 78.00000 9438.00| 87.52000 10589.92 HMA BASE, TYPE C | | | 0030 402-07452 278.000 TON | 40.00000 11120.00| 50.00000 13900.00| 56.10000 15595.80 HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05520 5.700 TON | 0.01000 0.06| 1.00000 5.70| 1.18000 6.73 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 2073.75000 2073.75 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06854 6.000 EACH | 2100.00000 12600.00| 2100.00000 12600.00| 3081.75000 18490.50 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 9.000 EACH | 2200.00000 19800.00| 3100.00000 27900.00| 2756.25000 24806.25 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1469.000 LFT | 17.00000 24973.00| 17.00000 24973.00| 17.27000 25369.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07487 23.000 TON | 165.00000 3795.00| 87.50000 2012.50| 98.20000 2258.60 HMA FOR APPROACHES, TYPE B | | | 0037 610-09108 153.000 SYS | 65.00000 9945.00| 61.30000 9378.90| 53.17000 8135.01 PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -9 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1065659 |( 6 ) 26-3919039 |SELGE CONSTRUCTION CO INC |BROOKS CONSTRUCTION COMPANY |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 14.000 EACH | 175.00000 2450.00| 175.00000 2450.00| 148.05000 2072.70 RIGHT OF WAY MARKER | | | 0039 615-06505 5.000 EACH | 600.00000 3000.00| 600.00000 3000.00| 829.50000 4147.50 MONUMENT, B | | | 0040 615-06510 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 577.50000 577.50 MONUMENT, C | | | 0041 615-06527 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 577.50000 577.50 MONUMENT, SECTION CORNER | | | 0042 616-02320 705.000 SYS | 1.80000 1269.00| 3.60000 2538.00| 3.41000 2404.05 GEOTEXTILES | | | 0043 616-05688 33.000 TON | 65.50000 2161.50| 61.00000 2013.00| 104.48000 3447.84 RIPRAP, CLASS 1 | | | 0044 616-05689 29.000 TON | 65.50000 1899.50| 64.00000 1856.00| 107.17000 3107.93 RIPRAP, CLASS 2 | | | 0045 616-06405 370.000 TON | 39.60000 14652.00| 40.00000 14800.00| 51.58000 19084.60 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 450.00000 900.00| 375.00000 750.00| 472.50000 945.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 6.000 TON | 700.00000 4200.00| 975.00000 5850.00| 735.00000 4410.00 FERTILIZER | | | 0048 621-06553 461.000 LBS | 2.88000 1327.68| 2.58000 1189.38| 3.02000 1392.22 SEED MIXTURE, R | | | 0049 621-06557 231.000 LBS | 4.90000 1131.90| 1.65000 381.15| 5.15000 1189.65 SEED MIXTURE, T | | | 0050 621-06565 1.000 TON | 600.00000 600.00| 420.00000 420.00| 630.00000 630.00 MULCHING MATERIAL | | | 0051 622-52436 7.000 EACH | 40.00000 280.00| 30.00000 210.00| 42.00000 294.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 165.000 EACH | 9.88000 1630.20| 11.75000 1938.75| 10.37000 1711.05 SEEDLING | | | 0053 622-98200 24.000 EACH | 35.00000 840.00| 30.00000 720.00| 36.75000 882.00 SIGN, DO NOT DISTURB | | | 0054 628-09401 6.000 MOS | 2100.00000 12600.00| 1700.00000 10200.00| 1855.04000 11130.24 FIELD OFFICE, A | | | 0055 714-07112 79.000 LFT | 1535.00000 121265.00| 1630.00000 128770.00| 1427.00000 112733.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 16' X 4' | | | 0056 714-07622 80.000 LFT | 1450.00000 116000.00| 1540.00000 123200.00| 1325.36000 106028.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -10 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1065659 |( 6 ) 26-3919039 |SELGE CONSTRUCTION CO INC |BROOKS CONSTRUCTION COMPANY |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 714-26703 75.000 LFT | 970.00000 72750.00| 965.00000 72375.00| 778.29000 58371.75 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0058 715-05169 38.000 LFT | 41.75000 1586.50| 35.00000 1330.00| 32.24000 1225.12 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-46005 2.000 EACH | 350.00000 700.00| 310.00000 620.00| 173.91000 347.82 PIPE END SECTION, 15 IN. | | | 0060 801-03290 2.000 EACH | 115.00000 230.00| 115.00000 230.00| 155.40000 310.80 CONSTRUCTION SIGN, C | | | 0061 801-06203 39402.000 LFT | 0.15000 5910.30| 0.15000 5910.30| 0.17000 6698.34 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 14335.000 LFT | 0.80000 11468.00| 0.80000 11468.00| 0.93000 13331.55 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06216 48.000 LFT | 4.80000 230.40| 4.80000 230.40| 1.35000 64.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0064 801-06640 25.000 EACH | 88.00000 2200.00| 88.00000 2200.00| 117.60000 2940.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 39.90000 79.80 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 44700.00000 44700.00| 25900.00000 25900.00| 16789.77000 16789.77 MAINTAINING TRAFFIC | | | 0067 801-07118 24.000 LFT | 12.00000 288.00| 12.00000 288.00| 19.30000 463.20 BARRICADE, III-A | | | 0068 801-08508 798.000 LFT | 67.00000 53466.00| 55.47000 44265.06| 50.23000 40083.54 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0071 802-05704 53.000 LFT | 10.00000 530.00| 12.87000 682.11| 12.97000 687.41 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-07060 8.000 EACH | 89.00000 712.00| 50.00000 400.00| 36.75000 294.00 SIGN, SHEET, RELOCATE | | | 0073 804-76350 2.000 EACH | 30.00000 60.00| 30.00000 60.00| 21.00000 42.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0074 808-06703 5670.000 LFT | 0.30000 1701.00| 0.30000 1701.00| 0.34000 1927.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0075 808-06716 1615.000 LFT | 0.49000 791.35| 0.49000 791.35| 0.47000 759.05 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -11 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1065659 |( 6 ) 26-3919039 |SELGE CONSTRUCTION CO INC |BROOKS CONSTRUCTION COMPANY |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75240 711.000 LFT | 0.30000 213.30| 0.30000 213.30| 0.34000 241.74 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0077 808-75245 1450.000 LFT | 0.30000 435.00| 0.30000 435.00| 0.34000 493.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75996 54.000 EACH | 25.00000 1350.00| 6.00000 324.00| 25.47000 1375.38 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 54.000 EACH | 36.65000 1979.10| 13.95000 753.30| 38.47000 2077.38 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 801-01851 LUMP | 23500.00000 23500.00| 23500.00000 23500.00| 27480.00000 27480.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE I | | | 0081 801-01851 LUMP | 23500.00000 23500.00| 23500.00000 23500.00| 27480.00000 27480.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE II | | | SECTION TOTALS | $ 1,163,640.59| $ 1,183,652.66| $ 1,259,630.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,163,640.59| $ 1,183,652.66| $ 1,259,630.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -12 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1339168 |( 8 ) 35-1067077 |( 9 ) 35-0918397 |LAPORTE CONSTRUCTION CO |RITSCHARD BROTHERS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 21717.96000 21717.96| 10616.00000 10616.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 400.00000 400.00| 101.00000 101.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 100.00000 600.00| 101.00000 606.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 64000.36000 64000.36| 13015.00000 13015.00| 321000.00000 321000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 25000.00000 25000.00| 46835.00000 46835.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 219.000 SYS | 25.00000 5475.00| 9.79000 2144.01| 23.00000 5037.00 PAVEMENT REMOVAL | | | 0013 202-02286 3.000 EACH | 18281.27000 54843.81| 3061.00000 9183.00| 25000.00000 75000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 3296.000 CYS | 26.21000 86388.16| 24.41000 80455.36| 20.00000 65920.00 EXCAVATION, COMMON | | | 0015 203-02070 1508.000 CYS | 5.00000 7540.00| 12.72000 19181.76| 21.00000 31668.00 BORROW | | | 0016 205-06931 78.000 TON | 50.00000 3900.00| 53.76000 4193.28| 68.00000 5304.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 344.000 TON | 35.00000 12040.00| 73.08000 25139.52| 68.00000 23392.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-09543 200.000 TON | 25.00000 5000.00| 36.14000 7228.00| 10.00000 2000.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -13 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1339168 |( 8 ) 35-1067077 |( 9 ) 35-0918397 |LAPORTE CONSTRUCTION CO |RITSCHARD BROTHERS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08263 8109.000 SYS | 13.03000 105660.27| 12.38000 100389.42| 1.60000 12974.40 SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08267 236.000 SYS | 10.40000 2454.40| 10.56000 2492.16| 17.00000 4012.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09264 12.000 CYS | 28.05000 336.60| 9.33000 111.96| 18.00000 216.00 STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09268 553.000 CYS | 48.00000 26544.00| 96.18000 53187.54| 80.00000 44240.00 STRUCTURE BACKFILL, TYPE 5 | | | 0023 301-07448 6038.000 TON | 11.00000 66418.00| 15.00000 90570.00| 1.60000 9660.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07494 192.000 TON | 60.00000 11520.00| 132.69000 25476.48| 70.00000 13440.00 WIDENING WITH HMA, TYPE C | | | 0025 306-08036 6816.000 SYS | 4.67000 31830.72| 1.45000 9883.20| 2.00000 13632.00 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 960.000 SYS | 4.67000 4483.20| 0.01000 9.60| 2.00000 1920.00 MILLING, TRANSITION | | | 0027 402-07434 958.000 TON | 52.72000 50505.76| 42.86000 41059.88| 100.00000 95800.00 HMA SURFACE, TYPE C | | | 0028 402-07439 1926.000 TON | 29.00000 55854.00| 42.81000 82452.06| 9.50000 18297.00 HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 121.000 TON | 78.00000 9438.00| 194.11000 23487.31| 90.00000 10890.00 HMA BASE, TYPE C | | | 0030 402-07452 278.000 TON | 50.00000 13900.00| 42.46000 11803.88| 60.00000 16680.00 HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05520 5.700 TON | 1.00000 5.70| 1.00000 5.70| 1.00000 5.70 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1975.00000 1975.00| 1911.00000 1911.00| 1975.00000 1975.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06854 6.000 EACH | 2935.00000 17610.00| 2229.33000 13375.98| 2935.00000 17610.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 9.000 EACH | 2625.00000 23625.00| 2335.44000 21018.96| 2625.00000 23625.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1469.000 LFT | 16.45000 24165.05| 18.05000 26515.45| 16.45000 24165.05 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07487 23.000 TON | 87.50000 2012.50| 175.17000 4028.91| 84.00000 1932.00 HMA FOR APPROACHES, TYPE B | | | 0037 610-09108 153.000 SYS | 75.51000 11553.03| 69.00000 10557.00| 45.00000 6885.00 PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -14 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1339168 |( 8 ) 35-1067077 |( 9 ) 35-0918397 |LAPORTE CONSTRUCTION CO |RITSCHARD BROTHERS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 14.000 EACH | 141.00000 1974.00| 185.81000 2601.34| 141.00000 1974.00 RIGHT OF WAY MARKER | | | 0039 615-06505 5.000 EACH | 790.00000 3950.00| 637.00000 3185.00| 790.00000 3950.00 MONUMENT, B | | | 0040 615-06510 1.000 EACH | 550.00000 550.00| 425.00000 425.00| 550.00000 550.00 MONUMENT, C | | | 0041 615-06527 1.000 EACH | 550.00000 550.00| 478.20000 478.20| 550.00000 550.00 MONUMENT, SECTION CORNER | | | 0042 616-02320 705.000 SYS | 3.29000 2319.45| 1.11000 782.55| 1.00000 705.00 GEOTEXTILES | | | 0043 616-05688 33.000 TON | 53.24000 1756.92| 81.19000 2679.27| 80.00000 2640.00 RIPRAP, CLASS 1 | | | 0044 616-05689 29.000 TON | 53.13000 1540.77| 92.38000 2679.02| 95.00000 2755.00 RIPRAP, CLASS 2 | | | 0045 616-06405 370.000 TON | 34.69000 12835.30| 35.94000 13297.80| 50.00000 18500.00 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 450.00000 900.00| 478.00000 956.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 6.000 TON | 700.00000 4200.00| 743.17000 4459.02| 700.00000 4200.00 FERTILIZER | | | 0048 621-06553 461.000 LBS | 2.88000 1327.68| 3.06000 1410.66| 2.88000 1327.68 SEED MIXTURE, R | | | 0049 621-06557 231.000 LBS | 4.90000 1131.90| 5.20000 1201.20| 4.90000 1131.90 SEED MIXTURE, T | | | 0050 621-06565 1.000 TON | 600.00000 600.00| 636.93000 636.93| 600.00000 600.00 MULCHING MATERIAL | | | 0051 622-52436 7.000 EACH | 40.00000 280.00| 31.92000 223.44| 40.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 165.000 EACH | 9.88000 1630.20| 10.49000 1730.85| 9.88000 1630.20 SEEDLING | | | 0053 622-98200 24.000 EACH | 35.00000 840.00| 31.85000 764.40| 35.00000 840.00 SIGN, DO NOT DISTURB | | | 0054 628-09401 6.000 MOS | 2518.27000 15109.62| 2220.67000 13324.02| 1800.00000 10800.00 FIELD OFFICE, A | | | 0055 714-07112 79.000 LFT | 1841.83000 145504.57| 1834.81000 144949.99| 1200.00000 94800.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 16' X 4' | | | 0056 714-07622 80.000 LFT | 1328.44000 106275.20| 1743.03000 139442.40| 1000.00000 80000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -15 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1339168 |( 8 ) 35-1067077 |( 9 ) 35-0918397 |LAPORTE CONSTRUCTION CO |RITSCHARD BROTHERS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 714-26703 75.000 LFT | 810.73000 60804.75| 1300.97000 97572.75| 570.00000 42750.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0058 715-05169 38.000 LFT | 47.74000 1814.12| 28.90000 1098.20| 35.00000 1330.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-46005 2.000 EACH | 759.11000 1518.22| 513.08000 1026.16| 450.00000 900.00 PIPE END SECTION, 15 IN. | | | 0060 801-03290 2.000 EACH | 115.00000 230.00| 122.50000 245.00| 136.00000 272.00 CONSTRUCTION SIGN, C | | | 0061 801-06203 39402.000 LFT | 0.15000 5910.30| 0.16000 6304.32| 0.01000 394.02 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 14335.000 LFT | 0.80000 11468.00| 0.85000 12184.75| 0.01000 143.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06216 48.000 LFT | 4.80000 230.40| 5.10000 244.80| 9.75000 468.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0064 801-06640 25.000 EACH | 88.00000 2200.00| 93.42000 2335.50| 66.00000 1650.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 50.00000 100.00| 53.08000 106.16| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 45056.84000 45056.84| 2866.00000 2866.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 24.000 LFT | 12.00000 288.00| 12.72000 305.28| 9.80000 235.20 BARRICADE, III-A | | | 0068 801-08508 798.000 LFT | 58.91000 47010.18| 89.74000 71612.52| 40.00000 31920.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0071 802-05704 53.000 LFT | 15.75000 834.75| 10.63000 563.39| 15.75000 834.75 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-07060 8.000 EACH | 108.00000 864.00| 94.53000 756.24| 108.00000 864.00 SIGN, SHEET, RELOCATE | | | 0073 804-76350 2.000 EACH | 30.00000 60.00| 32.00000 64.00| 30.00000 60.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0074 808-06703 5670.000 LFT | 0.30000 1701.00| 0.32000 1814.40| 0.36000 2041.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0075 808-06716 1615.000 LFT | 0.49000 791.35| 0.52000 839.80| 0.45000 726.75 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -16 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1339168 |( 8 ) 35-1067077 |( 9 ) 35-0918397 |LAPORTE CONSTRUCTION CO |RITSCHARD BROTHERS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75240 711.000 LFT | 0.30000 213.30| 0.32000 227.52| 0.36000 255.96 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0077 808-75245 1450.000 LFT | 0.30000 435.00| 0.32000 464.00| 0.36000 522.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75996 54.000 EACH | 55.91000 3019.14| 10.62000 573.48| 10.00000 540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 54.000 EACH | 40.00000 2160.00| 14.81000 799.74| 38.00000 2052.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 801-01851 LUMP | 16500.00000 16500.00| 21371.00000 21371.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE I | | | 0081 801-01851 LUMP | 17400.00000 17400.00| 53078.00000 53078.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE II | | | SECTION TOTALS | $ 1,270,687.48| $ 1,348,720.52| $ 1,363,169.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,270,687.48| $ 1,348,720.52| $ 1,363,169.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -17 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 600.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 75.00000 450.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 65000.00000 65000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 26000.00000 26000.00| | CLEARING RIGHT OF WAY | | | 0012 202-02240 219.000 SYS | 14.00000 3066.00| | PAVEMENT REMOVAL | | | 0013 202-02286 3.000 EACH | 20000.00000 60000.00| | PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 3296.000 CYS | 12.00000 39552.00| | EXCAVATION, COMMON | | | 0015 203-02070 1508.000 CYS | 10.00000 15080.00| | BORROW | | | 0016 205-06931 78.000 TON | 40.00000 3120.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 344.000 TON | 29.00000 9976.00| | TEMPORARY SEDIMENT TRAP | | | 0018 205-09543 200.000 TON | 35.00000 7000.00| | NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -18 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08263 8109.000 SYS | 11.00000 89199.00| | SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08267 236.000 SYS | 10.00000 2360.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09264 12.000 CYS | 16.00000 192.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09268 553.000 CYS | 85.00000 47005.00| | STRUCTURE BACKFILL, TYPE 5 | | | 0023 301-07448 6038.000 TON | 18.00000 108684.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07494 192.000 TON | 125.00000 24000.00| | WIDENING WITH HMA, TYPE C | | | 0025 306-08036 6816.000 SYS | 0.01000 68.16| | MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 960.000 SYS | 0.01000 9.60| | MILLING, TRANSITION | | | 0027 402-07434 958.000 TON | 40.00000 38320.00| | HMA SURFACE, TYPE C | | | 0028 402-07439 1926.000 TON | 40.00000 77040.00| | HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 121.000 TON | 125.00000 15125.00| | HMA BASE, TYPE C | | | 0030 402-07452 278.000 TON | 40.00000 11120.00| | HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05520 5.700 TON | 0.01000 0.06| | ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1975.00000 1975.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06854 6.000 EACH | 2935.00000 17610.00| | GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 9.000 EACH | 2625.00000 23625.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1469.000 LFT | 16.45000 24165.05| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07487 23.000 TON | 165.00000 3795.00| | HMA FOR APPROACHES, TYPE B | | | 0037 610-09108 153.000 SYS | 65.00000 9945.00| | PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -19 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 14.000 EACH | 141.00000 1974.00| | RIGHT OF WAY MARKER | | | 0039 615-06505 5.000 EACH | 790.00000 3950.00| | MONUMENT, B | | | 0040 615-06510 1.000 EACH | 550.00000 550.00| | MONUMENT, C | | | 0041 615-06527 1.000 EACH | 550.00000 550.00| | MONUMENT, SECTION CORNER | | | 0042 616-02320 705.000 SYS | 2.00000 1410.00| | GEOTEXTILES | | | 0043 616-05688 33.000 TON | 60.00000 1980.00| | RIPRAP, CLASS 1 | | | 0044 616-05689 29.000 TON | 60.00000 1740.00| | RIPRAP, CLASS 2 | | | 0045 616-06405 370.000 TON | 40.00000 14800.00| | RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 450.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 6.000 TON | 700.00000 4200.00| | FERTILIZER | | | 0048 621-06553 461.000 LBS | 2.88000 1327.68| | SEED MIXTURE, R | | | 0049 621-06557 231.000 LBS | 4.90000 1131.90| | SEED MIXTURE, T | | | 0050 621-06565 1.000 TON | 600.00000 600.00| | MULCHING MATERIAL | | | 0051 622-52436 7.000 EACH | 40.00000 280.00| | SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 165.000 EACH | 9.88000 1630.20| | SEEDLING | | | 0053 622-98200 24.000 EACH | 35.00000 840.00| | SIGN, DO NOT DISTURB | | | 0054 628-09401 6.000 MOS | 1900.00000 11400.00| | FIELD OFFICE, A | | | 0055 714-07112 79.000 LFT | 2300.00000 181700.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 16' X 4' | | | 0056 714-07622 80.000 LFT | 1880.00000 150400.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -20 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 714-26703 75.000 LFT | 1155.00000 86625.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0058 715-05169 38.000 LFT | 30.00000 1140.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-46005 2.000 EACH | 600.00000 1200.00| | PIPE END SECTION, 15 IN. | | | 0060 801-03290 2.000 EACH | 115.00000 230.00| | CONSTRUCTION SIGN, C | | | 0061 801-06203 39402.000 LFT | 0.19000 7486.38| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 14335.000 LFT | 0.80000 11468.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06216 48.000 LFT | 1.50000 72.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0064 801-06640 25.000 EACH | 88.00000 2200.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0067 801-07118 24.000 LFT | 12.00000 288.00| | BARRICADE, III-A | | | 0068 801-08508 798.000 LFT | 59.00000 47082.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0071 802-05704 53.000 LFT | 15.75000 834.75| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-07060 8.000 EACH | 108.00000 864.00| | SIGN, SHEET, RELOCATE | | | 0073 804-76350 2.000 EACH | 30.00000 60.00| | DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0074 808-06703 5670.000 LFT | 0.50000 2835.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0075 808-06716 1615.000 LFT | 0.49000 791.35| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 150 -21 TABULATION OF BIDS ROUTE : 15 CALL ORDER : 150 CONTRACT ID : SR -30113-A COUNTIES : ELKHART LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75240 711.000 LFT | 0.60000 426.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0077 808-75245 1450.000 LFT | 0.50000 725.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75996 54.000 EACH | 24.26000 1310.04| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 54.000 EACH | 36.65000 1979.10| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 801-01851 LUMP | 16500.00000 16500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE I | | | 0081 801-01851 LUMP | 17400.00000 17400.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , PHASE II | | | SECTION TOTALS | $ 1,365,068.87| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,365,068.87| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -1 VENDOR RANKING CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 11/20/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0101530 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP $ 388,892.85 100.0000% 2 35-1139301 E & B PAVING INC $ 448,777.50 115.3988% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 486,720.07 125.1553% 4 35-0997978 PHEND & BROWN INC $ 538,714.13 138.5251% 5 35-1185040 NIBLOCK EXCAVATING INC $ 597,231.38 153.5722% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -2 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |API CONSTRUCTION CORP |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 4700.00000 4700.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 120.00000 240.00| 80.00000 160.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 75.00000 900.00| 90.00000 1080.00| 36.00000 432.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 13300.00000 13300.00| 22000.00000 22000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 3000.00000 3000.00| 17500.00000 17500.00| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | | 0012 202-02255 1.000 EACH | 250.00000 250.00| 196.00000 196.00| 600.00000 600.00 TREE, 18 IN., REMOVE | | | 0013 202-02260 2.000 EACH | 300.00000 600.00| 205.00000 410.00| 1150.00000 2300.00 TREE, 30 IN., REMOVE | | | 0014 202-02265 2.000 EACH | 500.00000 1000.00| 205.00000 410.00| 1650.00000 3300.00 TREE, 48 IN., REMOVE | | | 0015 202-02637 587.000 LFT | 4.00000 2348.00| 3.50000 2054.50| 19.00000 11153.00 PIPE, ABANDON AND GROUT FILL | | | 0016 202-52710 53.000 SYS | 25.00000 1325.00| 8.00000 424.00| 7.50000 397.50 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-74025 32.000 LFT | 3.00000 96.00| 10.00000 320.00| 12.50000 400.00 FENCE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -3 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |API CONSTRUCTION CORP |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-91011 1.000 EACH | 400.00000 400.00| 205.00000 205.00| 1350.00000 1350.00 TREE, 36 IN., REMOVE | | | 0019 203-02000 534.000 CYS | 25.00000 13350.00| 26.00000 13884.00| 50.00000 26700.00 EXCAVATION, COMMON | | | 0020 203-02070 408.000 CYS | 1.00000 408.00| 4.00000 1632.00| 0.01000 4.08 BORROW | | | 0021 205-02237 7.000 EACH | 80.00000 560.00| 35.00000 245.00| 80.00000 560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06933 8.000 EACH | 75.00000 600.00| 50.00000 400.00| 75.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 222.000 LFT | 4.00000 888.00| 3.00000 666.00| 4.00000 888.00 TEMPORARY SILT FENCE | | | 0024 205-09543 100.000 TON | 10.00000 1000.00| 8.00000 800.00| 20.00000 2000.00 NO 2 STONE | | | 0025 207-08267 586.000 SYS | 5.00000 2930.00| 8.00000 4688.00| 12.50000 7325.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 207-08268 3102.000 SYS | 15.00000 46530.00| 8.00000 24816.00| 15.00000 46530.00 SUBGRADE TREATMENT, TYPE IV | | | 0027 211-09265 347.000 CYS | 22.00000 7634.00| 20.00000 6940.00| 30.00000 10410.00 STRUCTURE BACKFILL, TYPE 2 | | | 0028 303-01180 220.000 TON | 25.00000 5500.00| 10.00000 2200.00| 21.00000 4620.00 COMPACTED AGGREGATE, NO. 53 | | | 0029 306-08036 3146.000 SYS | 1.80000 5662.80| 2.00000 6292.00| 2.75000 8651.50 MILLING, ASPHALT, 2 IN. | | | 0030 402-07434 403.000 TON | 62.00000 24986.00| 90.00000 36270.00| 62.00000 24986.00 HMA SURFACE, TYPE C | | | 0031 402-07439 216.000 TON | 57.00000 12312.00| 90.00000 19440.00| 54.00000 11664.00 HMA INTERMEDIATE, TYPE C | | | 0032 402-07442 860.000 TON | 57.00000 49020.00| 90.00000 77400.00| 50.00000 43000.00 HMA BASE, TYPE C | | | 0033 402-07452 504.000 TON | 51.00000 25704.00| 90.00000 45360.00| 54.00000 27216.00 HMA WEDGE AND LEVEL, TYPE C | | | 0034 406-05521 14431.000 SYS | 0.05000 721.55| 0.08000 1154.48| 0.05000 721.55 ASPHALT FOR TACK COAT | | | 0035 604-07903 11.000 SYS | 77.00000 847.00| 175.00000 1925.00| 100.00000 1100.00 CURB RAMP, CONCRETE, K | | | 0036 604-91531 113.000 SYS | 24.00000 2712.00| 49.00000 5537.00| 36.00000 4068.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -4 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |API CONSTRUCTION CORP |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 605-06144 712.000 LFT | 12.50000 8900.00| 20.00000 14240.00| 16.00000 11392.00 CURB AND GUTTER, A, CONCRETE | | | 0038 605-06144 162.000 LFT | 13.50000 2187.00| 20.00000 3240.00| 16.00000 2592.00 CURB AND GUTTER, A, CONCRETE , MODIFIED | | | 0039 610-07488 428.000 TON | 51.00000 21828.00| 26.00000 11128.00| 62.00000 26536.00 HMA FOR APPROACHES, TYPE C | | | 0040 610-08446 127.000 SYS | 27.00000 3429.00| 51.00000 6477.00| 48.00000 6096.00 PCCP FOR APPROACHES, 6 IN. | | | 0041 610-09108 46.000 SYS | 36.00000 1656.00| 61.00000 2806.00| 83.00000 3818.00 PCCP FOR APPROACHES, 9 IN. | | | 0042 611-02825 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 MAILBOX ASSEMBLY, TRIPLE | | | 0043 615-06490 14.000 EACH | 140.00000 1960.00| 180.00000 2520.00| 180.00000 2520.00 RIGHT OF WAY MARKER | | | 0044 615-06505 7.000 EACH | 720.00000 5040.00| 600.00000 4200.00| 600.00000 4200.00 MONUMENT, B | | | 0045 621-01004 2.000 EACH | 350.00000 700.00| 300.00000 600.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06575 2325.000 SYS | 3.75000 8718.75| 3.25000 7556.25| 3.75000 8718.75 SODDING, NURSERY | | | 0047 628-09402 6.000 MOS | 1800.00000 10800.00| 2000.00000 12000.00| 1843.50000 11061.00 FIELD OFFICE, B | | | 0048 628-09407 6.000 MOS | 250.00000 1500.00| 250.00000 1500.00| 231.00000 1386.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-05148 49.000 LFT | 21.00000 1029.00| 20.00000 980.00| 40.00000 1960.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0050 715-05149 670.000 LFT | 22.00000 14740.00| 20.00000 13400.00| 42.00000 28140.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-05151 130.000 LFT | 25.00000 3250.00| 20.00000 2600.00| 45.00000 5850.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0052 715-08306 43.000 TON | 85.00000 3655.00| 60.00000 2580.00| 130.00000 5590.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 715-46000 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 275.00000 275.00 PIPE END SECTION, 12 IN. | | | 0054 715-46005 1.000 EACH | 215.00000 215.00| 200.00000 200.00| 225.00000 225.00 PIPE END SECTION, 15 IN. | | | 0055 715-90325 1.000 EACH | 240.00000 240.00| 220.00000 220.00| 250.00000 250.00 PIPE END SECTION, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -5 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |API CONSTRUCTION CORP |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 720-45035 2.000 EACH | 850.00000 1700.00| 1000.00000 2000.00| 800.00000 1600.00 INLET, F7 | | | 0057 720-45075 2.000 EACH | 1400.00000 2800.00| 1000.00000 2000.00| 1300.00000 2600.00 INLET, R13 | | | 0058 720-45260 5.000 EACH | 600.00000 3000.00| 500.00000 2500.00| 250.00000 1250.00 PIPE CATCH BASIN, 12 IN. | | | 0059 720-45410 4.000 EACH | 1250.00000 5000.00| 1500.00000 6000.00| 2000.00000 8000.00 MANHOLE, C4 | | | 0060 720-98174 1.000 EACH | 1700.00000 1700.00| 1500.00000 1500.00| 1500.00000 1500.00 INLET, B15 | | | 0061 720-98555 4.000 EACH | 1725.00000 6900.00| 1500.00000 6000.00| 1600.00000 6400.00 INLET, C15 | | | 0062 801-03290 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 CONSTRUCTION SIGN, C | | | 0063 801-06207 6115.000 LFT | 0.95000 5809.25| 0.95000 5809.25| 0.95000 5809.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06640 15.000 EACH | 112.00000 1680.00| 112.00000 1680.00| 112.00000 1680.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 13000.00000 13000.00| 4900.00000 4900.00| 15311.14000 15311.14 MAINTAINING TRAFFIC | | | 0066 801-09282 108.000 SFT | 16.66000 1799.28| 66.00000 7128.00| 16.66000 1799.28 TEMPORARY PANEL SIGNS | | | 0067 802-05701 326.000 LFT | 12.00000 3912.00| 16.00000 5216.00| 16.00000 5216.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 77.000 SFT | 35.00000 2695.00| 14.00000 1078.00| 14.00000 1078.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0069 802-76030 156.000 SFT | 22.60000 3525.60| 15.00000 2340.00| 15.00000 2340.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0070 808-05929 52.000 LFT | 1.78000 92.56| 1.78000 92.56| 1.78000 92.56 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0071 808-06703 2355.000 LFT | 0.59000 1389.45| 0.59000 1389.45| 0.59000 1389.45 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-75245 996.000 LFT | 0.69000 687.24| 0.59000 587.64| 0.59000 587.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -6 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |API CONSTRUCTION CORP |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 808-75278 94.000 LFT | 1.78000 167.32| 1.78000 167.32| 1.78000 167.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0074 808-75297 29.000 LFT | 3.55000 102.95| 3.55000 102.95| 3.55000 102.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75320 2.000 EACH | 109.00000 218.00| 109.00000 218.00| 109.00000 218.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-92027 745.000 LFT | 1.78000 1326.10| 1.78000 1326.10| 1.78000 1326.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0077 715-05059 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 16000.00000 16000.00 SEWER , PRESSURE REMOVAL AND REPLACEMEN | | | SECTION TOTALS | $ 388,892.85| $ 448,777.50| $ 486,720.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 388,892.85| $ 448,777.50| $ 486,720.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -7 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1185040 |( ) |PHEND & BROWN INC |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 7300.00000 7300.00| 7170.00000 7170.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 240.00000 480.00| 120.00000 240.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 85.00000 1020.00| 80.00000 960.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 27400.00000 27400.00| 29000.00000 29000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 20000.00000 20000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY | | | 0012 202-02255 1.000 EACH | 450.00000 450.00| 600.00000 600.00| TREE, 18 IN., REMOVE | | | 0013 202-02260 2.000 EACH | 450.00000 900.00| 1150.00000 2300.00| TREE, 30 IN., REMOVE | | | 0014 202-02265 2.000 EACH | 880.00000 1760.00| 1650.00000 3300.00| TREE, 48 IN., REMOVE | | | 0015 202-02637 587.000 LFT | 18.00000 10566.00| 17.75000 10419.25| PIPE, ABANDON AND GROUT FILL | | | 0016 202-52710 53.000 SYS | 14.00000 742.00| 15.00000 795.00| SIDEWALK, CONCRETE, REMOVE | | | 0017 202-74025 32.000 LFT | 20.00000 640.00| 10.00000 320.00| FENCE, REMOVE | | | 0018 202-91011 1.000 EACH | 880.00000 880.00| 1350.00000 1350.00| TREE, 36 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -8 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1185040 |( ) |PHEND & BROWN INC |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 534.000 CYS | 36.00000 19224.00| 52.00000 27768.00| EXCAVATION, COMMON | | | 0020 203-02070 408.000 CYS | 1.00000 408.00| 24.50000 9996.00| BORROW | | | 0021 205-02237 7.000 EACH | 100.00000 700.00| 80.00000 560.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06933 8.000 EACH | 100.00000 800.00| 75.00000 600.00| TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 222.000 LFT | 3.80000 843.60| 4.00000 888.00| TEMPORARY SILT FENCE | | | 0024 205-09543 100.000 TON | 16.50000 1650.00| 31.00000 3100.00| NO 2 STONE | | | 0025 207-08267 586.000 SYS | 16.60000 9727.60| 27.00000 15822.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0026 207-08268 3102.000 SYS | 8.00000 24816.00| 16.50000 51183.00| SUBGRADE TREATMENT, TYPE IV | | | 0027 211-09265 347.000 CYS | 29.90000 10375.30| 26.00000 9022.00| STRUCTURE BACKFILL, TYPE 2 | | | 0028 303-01180 220.000 TON | 38.00000 8360.00| 17.25000 3795.00| COMPACTED AGGREGATE, NO. 53 | | | 0029 306-08036 3146.000 SYS | 6.00000 18876.00| 4.50000 14157.00| MILLING, ASPHALT, 2 IN. | | | 0030 402-07434 403.000 TON | 70.00000 28210.00| 75.00000 30225.00| HMA SURFACE, TYPE C | | | 0031 402-07439 216.000 TON | 70.00000 15120.00| 78.00000 16848.00| HMA INTERMEDIATE, TYPE C | | | 0032 402-07442 860.000 TON | 85.00000 73100.00| 78.00000 67080.00| HMA BASE, TYPE C | | | 0033 402-07452 504.000 TON | 70.00000 35280.00| 69.00000 34776.00| HMA WEDGE AND LEVEL, TYPE C | | | 0034 406-05521 14431.000 SYS | 0.01000 144.31| 0.50000 7215.50| ASPHALT FOR TACK COAT | | | 0035 604-07903 11.000 SYS | 180.00000 1980.00| 85.00000 935.00| CURB RAMP, CONCRETE, K | | | 0036 604-91531 113.000 SYS | 33.00000 3729.00| 26.00000 2938.00| SIDEWALK, CONCRETE, 4 IN. | | | 0037 605-06144 712.000 LFT | 19.00000 13528.00| 14.00000 9968.00| CURB AND GUTTER, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -9 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1185040 |( ) |PHEND & BROWN INC |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06144 162.000 LFT | 19.00000 3078.00| 14.00000 2268.00| CURB AND GUTTER, A, CONCRETE , MODIFIED | | | 0039 610-07488 428.000 TON | 70.00000 29960.00| 94.00000 40232.00| HMA FOR APPROACHES, TYPE C | | | 0040 610-08446 127.000 SYS | 47.00000 5969.00| 29.00000 3683.00| PCCP FOR APPROACHES, 6 IN. | | | 0041 610-09108 46.000 SYS | 55.00000 2530.00| 42.00000 1932.00| PCCP FOR APPROACHES, 9 IN. | | | 0042 611-02825 2.000 EACH | 300.00000 600.00| 300.00000 600.00| MAILBOX ASSEMBLY, TRIPLE | | | 0043 615-06490 14.000 EACH | 180.00000 2520.00| 140.00000 1960.00| RIGHT OF WAY MARKER | | | 0044 615-06505 7.000 EACH | 600.00000 4200.00| 720.00000 5040.00| MONUMENT, B | | | 0045 621-01004 2.000 EACH | 625.00000 1250.00| 350.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06575 2325.000 SYS | 3.64000 8463.00| 3.75000 8718.75| SODDING, NURSERY | | | 0047 628-09402 6.000 MOS | 2500.00000 15000.00| 2450.00000 14700.00| FIELD OFFICE, B | | | 0048 628-09407 6.000 MOS | 231.00000 1386.00| 300.00000 1800.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-05148 49.000 LFT | 38.30000 1876.70| 49.00000 2401.00| PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0050 715-05149 670.000 LFT | 31.00000 20770.00| 30.00000 20100.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-05151 130.000 LFT | 32.00000 4160.00| 30.00000 3900.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0052 715-08306 43.000 TON | 100.00000 4300.00| 85.00000 3655.00| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 715-46000 1.000 EACH | 275.00000 275.00| 500.00000 500.00| PIPE END SECTION, 12 IN. | | | 0054 715-46005 1.000 EACH | 260.00000 260.00| 525.00000 525.00| PIPE END SECTION, 15 IN. | | | 0055 715-90325 1.000 EACH | 220.00000 220.00| 550.00000 550.00| PIPE END SECTION, 10 IN. | | | 0056 720-45035 2.000 EACH | 1100.00000 2200.00| 1400.00000 2800.00| INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -10 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1185040 |( ) |PHEND & BROWN INC |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 720-45075 2.000 EACH | 1900.00000 3800.00| 2050.00000 4100.00| INLET, R13 | | | 0058 720-45260 5.000 EACH | 600.00000 3000.00| 1100.00000 5500.00| PIPE CATCH BASIN, 12 IN. | | | 0059 720-45410 4.000 EACH | 1400.00000 5600.00| 1800.00000 7200.00| MANHOLE, C4 | | | 0060 720-98174 1.000 EACH | 2700.00000 2700.00| 2500.00000 2500.00| INLET, B15 | | | 0061 720-98555 4.000 EACH | 2400.00000 9600.00| 2550.00000 10200.00| INLET, C15 | | | 0062 801-03290 8.000 EACH | 150.00000 1200.00| 335.00000 2680.00| CONSTRUCTION SIGN, C | | | 0063 801-06207 6115.000 LFT | 0.95000 5809.25| 0.90000 5503.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06640 15.000 EACH | 112.00000 1680.00| 58.00000 870.00| CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 24000.00000 24000.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0066 801-09282 108.000 SFT | 16.60000 1792.80| 16.00000 1728.00| TEMPORARY PANEL SIGNS | | | 0067 802-05701 326.000 LFT | 16.00000 5216.00| 12.00000 3912.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 77.000 SFT | 14.00000 1078.00| 35.00000 2695.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0069 802-76030 156.000 SFT | 15.00000 2340.00| 22.60000 3525.60| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0070 808-05929 52.000 LFT | 1.78000 92.56| 3.00000 156.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0071 808-06703 2355.000 LFT | 0.59000 1389.45| 0.53000 1248.15| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-75245 996.000 LFT | 0.59000 587.64| 0.53000 527.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75278 94.000 LFT | 1.78000 167.32| 5.00000 470.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 154 -11 TABULATION OF BIDS ROUTE : 33 CALL ORDER : 154 CONTRACT ID : SR -30183-A COUNTIES : NOBLE LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1185040 |( ) |PHEND & BROWN INC |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 808-75297 29.000 LFT | 3.65000 105.85| 9.50000 275.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75320 2.000 EACH | 109.00000 218.00| 141.00000 282.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-92027 745.000 LFT | 1.75000 1303.75| 1.25000 931.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0077 715-05059 LUMP | 19000.00000 19000.00| 9525.00000 9525.00| SEWER , PRESSURE REMOVAL AND REPLACEMEN | | | SECTION TOTALS | $ 538,714.13| $ 597,231.38| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 538,714.13| $ 597,231.38| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : SR -30317-A COUNTIES : MARION LETTING DATE : 06/03/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710163 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,313,000.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,424,900.00 108.5225% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,466,300.00 111.6756% 4 35-1917625 MILESTONE CONTRACTORS LP $ 1,477,820.10 112.5529% 5 31-4351261 SHELLY & SANDS INC $ 1,525,303.92 116.1694% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 170 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 170 CONTRACT ID : SR -30317-A COUNTIES : MARION LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 65000.00000 65000.00| 30000.00000 30000.00| 24862.07000 24862.07 MOBILIZATION AND DEMOBILIZATION | | | 0009 303-07449 1646.000 TON | 18.00000 29628.00| 17.75000 29216.50| 7.00000 11522.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07783 410.000 TON | 265.00000 108650.00| 100.00000 41000.00| 160.00000 65600.00 HMA PATCHING, TYPE D | | | 0011 306-08036 99055.000 SYS | 0.20000 19811.00| 1.05000 104007.75| 1.32000 130752.60 MILLING, ASPHALT, 2 IN. | | | 0012 306-08037 14700.000 SYS | 0.20000 2940.00| 1.10000 16170.00| 1.32000 19404.00 MILLING, ASPHALT, 3 IN. , Mill 2.5" | | | 0013 306-08043 922.000 SYS | 0.20000 184.40| 1.15000 1060.30| 1.32000 1217.04 MILLING, TRANSITION | | | 0014 401-06264 LUMP | 5700.00000 5700.00| 1000.00000 1000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0015 401-07354 15769.000 TON | 60.00000 946140.00| 68.00000 1072292.00| 69.00000 1088061.00 QC/QA-HMA, 5, 76, SURFACE, 12.5 mm | | | 0016 404-05510 3279.000 SYS | 0.01000 32.79| 1.50000 4918.50| 2.00000 6558.00 SEAL COAT, 1 | | | 0017 406-05520 29.000 TON | 500.00000 14500.00| 100.00000 2900.00| 500.00000 14500.00 ASPHALT FOR TACK COAT | | | 0018 628-09402 6.000 MOS | 2250.00000 13500.00| 1900.00000 11400.00| 2200.00000 13200.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 170 -3 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 170 CONTRACT ID : SR -30317-A COUNTIES : MARION LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-01093 4.000 EACH | 395.00000 1580.00| 395.00000 1580.00| 395.00000 1580.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-03290 2.000 EACH | 145.00000 290.00| 145.00000 290.00| 145.00000 290.00 CONSTRUCTION SIGN, C | | | 0021 801-06203 5652.000 LFT | 0.01000 56.52| 1.60000 9043.20| 1.00000 5652.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06640 8.000 EACH | 95.00000 760.00| 95.00000 760.00| 95.00000 760.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 57244.13000 57244.13| 51363.88000 51363.88| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0024 801-09133 2.000 EACH | 4500.00000 9000.00| 4500.00000 9000.00| 4500.00000 9000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0025 808-06702 10195.000 LFT | 0.34000 3466.30| 0.34000 3466.30| 0.34000 3466.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0026 808-06703 16139.000 LFT | 0.27000 4357.53| 0.27000 4357.53| 0.27000 4357.53 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0027 808-06705 1955.000 LFT | 0.54000 1055.70| 0.54000 1055.70| 0.54000 1055.70 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0028 808-06706 55.000 LFT | 3.38000 185.90| 3.38000 185.90| 3.38000 185.90 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0029 808-75245 15314.000 LFT | 0.27000 4134.78| 0.27000 4134.78| 0.27000 4134.78 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75256 110.000 LFT | 1.13000 124.30| 1.13000 124.30| 1.13000 124.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0031 808-75272 1125.000 LFT | 3.38000 3802.50| 3.38000 3802.50| 3.38000 3802.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0032 808-75996 943.000 EACH | 3.20000 3017.60| 4.17000 3932.31| 4.00000 3772.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 943.000 EACH | 17.85000 16832.55| 17.85000 16832.55| 17.96000 16936.28 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,313,000.00| $ 1,424,900.00| $ 1,466,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,313,000.00| $ 1,424,900.00| $ 1,466,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 170 -4 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 170 CONTRACT ID : SR -30317-A COUNTIES : MARION LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-4351261 |( ) |MILESTONE CONTRACTORS LP |SHELLY & SANDS 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 | 10000.00000 10000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 73000.00000 73000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 303-07449 1646.000 TON | 22.00000 36212.00| 20.00000 32920.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07783 410.000 TON | 177.00000 72570.00| 190.00000 77900.00| HMA PATCHING, TYPE D | | | 0011 306-08036 99055.000 SYS | 0.95000 94102.25| 0.70000 69338.50| MILLING, ASPHALT, 2 IN. | | | 0012 306-08037 14700.000 SYS | 0.95000 13965.00| 0.75000 11025.00| MILLING, ASPHALT, 3 IN. , Mill 2.5" | | | 0013 306-08043 922.000 SYS | 0.95000 875.90| 2.00000 1844.00| MILLING, TRANSITION | | | 0014 401-06264 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0015 401-07354 15769.000 TON | 64.00000 1009216.00| 71.00000 1119599.00| QC/QA-HMA, 5, 76, SURFACE, 12.5 mm | | | 0016 404-05510 3279.000 SYS | 2.30000 7541.70| 2.25000 7377.75| SEAL COAT, 1 | | | 0017 406-05520 29.000 TON | 456.00000 13224.00| 425.00000 12325.00| ASPHALT FOR TACK COAT | | | 0018 628-09402 6.000 MOS | 2400.00000 14400.00| 1800.00000 10800.00| FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 170 -5 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 170 CONTRACT ID : SR -30317-A COUNTIES : MARION LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-4351261 |( ) |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-01093 4.000 EACH | 400.00000 1600.00| 415.00000 1660.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-03290 2.000 EACH | 149.00000 298.00| 155.00000 310.00| CONSTRUCTION SIGN, C | | | 0021 801-06203 5652.000 LFT | 1.35000 7630.20| 1.35000 7630.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06640 8.000 EACH | 95.00000 760.00| 100.00000 800.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 70000.00000 70000.00| 75000.00000 75000.00| MAINTAINING TRAFFIC | | | 0024 801-09133 2.000 EACH | 4500.00000 9000.00| 4750.00000 9500.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0025 808-06702 10195.000 LFT | 0.35000 3568.25| 0.36000 3670.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0026 808-06703 16139.000 LFT | 0.27000 4357.53| 0.29000 4680.31| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0027 808-06705 1955.000 LFT | 0.55000 1075.25| 0.57000 1114.35| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0028 808-06706 55.000 LFT | 3.40000 187.00| 3.57000 196.35| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0029 808-75245 15314.000 LFT | 0.28000 4287.92| 0.29000 4441.06| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75256 110.000 LFT | 1.15000 126.50| 1.19000 130.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0031 808-75272 1125.000 LFT | 3.40000 3825.00| 3.57000 4016.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0032 808-75996 943.000 EACH | 3.20000 3017.60| 4.50000 4243.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 943.000 EACH | 18.00000 16974.00| 18.85000 17775.55| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,477,820.10| $ 1,525,303.92| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,477,820.10| $ 1,525,303.92| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : SR -30607-A COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711000 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 37,702.00 100.0000% 2 35-1801998 CLR INC $ 71,472.00 189.5708% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 80,378.31 213.1938% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 87,400.00 231.8179% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 93,000.00 246.6713% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 163,160.00 432.7622% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 180 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : SR -30607-A COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1801998 |( 3 ) 35-1385672 |HIS CONSTRUCTORS LLC |CLR INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, DISASSEMBLE AND TRANSPORTATION OF EXISTING STEEL TRUSS BRIDGE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 110-01001 LUMP | 1850.00000 1850.00| 3500.00000 3500.00| 11865.87000 11865.87 MOBILIZATION AND DEMOBILIZATION | | | 0004 711-51038 LUMP | 35850.00000 35850.00| 67970.00000 67970.00| 68510.44000 68510.44 STRUCTURAL STEEL , DISASSEMBLE AND | | | TRANSPORTATION | | | SECTION TOTALS | $ 37,702.00| $ 71,472.00| $ 80,378.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 37,702.00| $ 71,472.00| $ 80,378.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 180 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : SR -30607-A COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |TEMPLE & TEMPLE EXCAVATING |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, DISASSEMBLE AND TRANSPORTATION OF EXISTING STEEL TRUSS BRIDGE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 110-01001 LUMP | 3000.00000 3000.00| 4600.00000 4600.00| 8158.00000 8158.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 711-51038 LUMP | 84398.00000 84398.00| 88398.00000 88398.00| 155000.00000 155000.00 STRUCTURAL STEEL , DISASSEMBLE AND | | | TRANSPORTATION | | | SECTION TOTALS | $ 87,400.00| $ 93,000.00| $ 163,160.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 87,400.00| $ 93,000.00| $ 163,160.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 08/31/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200364 0810453 4223005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 3,876,488.66 100.0000% 2 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 3,967,383.91 102.3448% 3 35-1461789 POINDEXTER EXCAVATING $ 3,982,723.20 102.7405% 4 35-1111003 WHITE CONSTRUCTION INC $ 3,994,000.00 103.0314% 5 35-1212938 ATLAS EXCAVATING INC $ 4,084,201.41 105.3583% 6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 4,276,500.00 110.3189% 7 35-1875662 CRIDER & CRIDER INC $ 4,346,623.62 112.1279% 8 37-0797609 FEUTZ CONTRACTORS INC $ 4,578,479.60 118.1089% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -2 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FLASHERS, MODERNIZE | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 51975.00000 51975.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 80.00000 240.00| 247.80000 743.40| 200.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 100.00000 7200.00| 61.95000 4460.40| 90.00000 6480.00 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 108-01614 LUMP | 11000.00000 11000.00| 1239.00000 1239.00| 12000.00000 12000.00 PARTNERING OVERHEAD | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 197000.00000 197000.00| 223360.00000 223360.00| 186400.00000 186400.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 80000.00000 80000.00| 68145.00000 68145.00| 231900.00000 231900.00 CLEARING RIGHT OF WAY | | | 0015 202-04089 4.000 EACH | 62.00000 248.00| 81.00000 324.00| 100.00000 400.00 SIGN, SHEET, REMOVE | | | 0016 203-02000 7425.000 CYS | 16.00000 118800.00| 7.51000 55761.75| 21.00000 155925.00 EXCAVATION, COMMON | | | 0017 205-06933 1.000 EACH | 120.00000 120.00| 210.00000 210.00| 200.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -3 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 500.000 LFT | 2.30000 1150.00| 3.19000 1595.00| 3.00000 1500.00 TEMPORARY SILT FENCE | | | 0019 207-08267 3064.000 SYS | 11.00000 33704.00| 18.00000 55152.00| 9.50000 29108.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 207-08268 23737.000 SYS | 12.00000 284844.00| 15.15000 359615.55| 9.90000 234996.30 SUBGRADE TREATMENT, TYPE IV | | | 0021 210-07739 18.000 EACH | 600.00000 10800.00| 849.00000 15282.00| 450.00000 8100.00 TEMPORARY , BLOWOFF ASSEMBLY | | | 0022 211-09264 3828.000 CYS | 25.00000 95700.00| 26.00000 99528.00| 21.00000 80388.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 213-09269 24.000 CYS | 65.00000 1560.00| 120.00000 2880.00| 80.00000 1920.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0024 303-07449 41.000 TON | 35.00000 1435.00| 29.00000 1189.00| 40.00000 1640.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 303-93506 686.000 CYS | 35.00000 24010.00| 44.50000 30527.00| 31.00000 21266.00 AGGREGATE, 2 | | | 0026 306-08038 625.000 SYS | 12.00000 7500.00| 10.00000 6250.00| 7.00000 4375.00 MILLING, ASPHALT, 4 IN. | | | 0027 401-06264 LUMP | 1000.00000 1000.00| 1103.00000 1103.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0028 401-07333 1346.000 TON | 90.00000 121140.00| 95.00000 127870.00| 91.00000 122486.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0029 401-07402 2243.000 TON | 75.00000 168225.00| 79.00000 177197.00| 77.00000 172711.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 6490.000 TON | 65.00000 421850.00| 69.00000 447810.00| 66.00000 428340.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 401-07429 2689.000 TON | 75.00000 201675.00| 79.00000 212431.00| 77.00000 207053.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0032 402-07432 52.000 TON | 100.00000 5200.00| 105.00000 5460.00| 109.00000 5668.00 HMA SURFACE, TYPE A | | | 0033 406-05520 21.000 TON | 600.00000 12600.00| 662.00000 13902.00| 620.00000 13020.00 ASPHALT FOR TACK COAT | | | 0034 503-03489 88.000 EACH | 11.00000 968.00| 71.00000 6248.00| 30.00000 2640.00 RETROFITTED TIE BARS | | | 0035 604-07896 61.000 SYS | 135.00000 8235.00| 177.00000 10797.00| 148.00000 9028.00 CURB RAMP, CONCRETE, B | | | 0036 604-07897 208.000 SYS | 200.00000 41600.00| 181.00000 37648.00| 189.00000 39312.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -4 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 604-07901 152.000 SYS | 230.00000 34960.00| 190.00000 28880.00| 169.00000 25688.00 CURB RAMP, CONCRETE, G | | | 0038 604-07902 8.000 SYS | 240.00000 1920.00| 229.00000 1832.00| 220.00000 1760.00 CURB RAMP, CONCRETE, H | | | 0039 604-91531 4402.000 SYS | 35.00000 154070.00| 45.00000 198090.00| 35.50000 156271.00 SIDEWALK, CONCRETE, 4 IN. | | | 0040 605-06120 574.000 LFT | 31.00000 17794.00| 37.00000 21238.00| 23.50000 13489.00 CURB, CONCRETE | | | 0041 605-06140 7380.000 LFT | 15.00000 110700.00| 13.50000 99630.00| 23.30000 171954.00 CURB AND GUTTER, CONCRETE | | | 0042 610-07487 2032.000 TON | 95.00000 193040.00| 102.00000 207264.00| 96.00000 195072.00 HMA FOR APPROACHES, TYPE B | | | 0043 610-08446 1170.000 SYS | 38.00000 44460.00| 60.00000 70200.00| 52.50000 61425.00 PCCP FOR APPROACHES, 6 IN. | | | 0044 610-08516 160.200 SYS | 56.00000 8971.20| 79.00000 12655.80| 62.00000 9932.40 PCCP FOR APPROACHES, 12 IN. | | | 0045 610-09108 1605.000 SYS | 48.00000 77040.00| 69.00000 110745.00| 56.00000 89880.00 PCCP FOR APPROACHES, 9 IN. | | | 0046 615-06490 49.000 EACH | 153.00000 7497.00| 186.00000 9114.00| 160.00000 7840.00 RIGHT OF WAY MARKER | | | 0047 615-06505 16.000 EACH | 535.00000 8560.00| 650.00000 10400.00| 550.00000 8800.00 MONUMENT, B | | | 0048 616-02320 18.000 SYS | 2.50000 45.00| 9.00000 162.00| 20.00000 360.00 GEOTEXTILES | | | 0049 616-06405 9.000 TON | 50.00000 450.00| 65.00000 585.00| 60.00000 540.00 RIPRAP, REVETMENT | | | 0050 621-06567 38.000 kGAL | 1.02000 38.76| 3.25000 123.50| 10.00000 380.00 WATER | | | 0051 621-06575 10543.000 SYS | 4.25000 44807.75| 4.10000 43226.30| 3.00000 31629.00 SODDING, NURSERY | | | 0052 621-90853 1.000 EACH | 4500.00000 4500.00| 3248.00000 3248.00| 2833.00000 2833.00 TAPPING SLEEVE WITH VALVE , AND BOX, 8 | | | IN X 8 IN | | | 0053 628-09403 24.000 MOS | 2100.00000 50400.00| 1267.00000 30408.00| 1900.00000 45600.00 FIELD OFFICE, C | | | 0054 628-09407 24.000 MOS | 115.00000 2760.00| 192.00000 4608.00| 200.00000 4800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0055 715-02907 3429.000 LFT | 55.00000 188595.00| 32.00000 109728.00| 53.00000 181737.00 WATER LINE, 6 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -5 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05048 9583.000 LFT | 4.80000 45998.40| 3.15000 30186.45| 4.00000 38332.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0057 715-05149 1100.000 LFT | 27.00000 29700.00| 26.55000 29205.00| 32.00000 35200.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05151 1425.500 LFT | 28.00000 39914.00| 30.81000 43919.66| 33.50000 47754.25 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05152 1197.000 LFT | 29.00000 34713.00| 34.00000 40698.00| 36.00000 43092.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0060 715-05154 2010.500 LFT | 40.00000 80420.00| 50.00000 100525.00| 42.50000 85446.25 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05156 44.000 LFT | 62.00000 2728.00| 52.00000 2288.00| 50.00000 2200.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0062 715-07073 486.000 LFT | 75.00000 36450.00| 36.00000 17496.00| 51.00000 24786.00 WATER LINE , 6 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0063 715-07073 118.000 LFT | 100.00000 11800.00| 89.00000 10502.00| 92.00000 10856.00 WATER LINE . 10 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0064 715-07073 51.000 LFT | 83.00000 4233.00| 31.00000 1581.00| 28.50000 1453.50 WATER LINE 2 IN. C900 PVC W/ GRANULAR | | | BACKFILL | | | 0065 715-07073 1589.000 LFT | 47.00000 74683.00| 47.00000 74683.00| 51.00000 81039.00 WATER LINE 8 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | 0066 715-09064 5787.000 LFT | 1.20000 6944.40| 1.35000 7812.45| 1.20000 6944.40 VIDEO INSPECTION FOR PIPE | | | 0067 715-46030 1.000 EACH | 650.00000 650.00| 1582.00000 1582.00| 650.00000 650.00 PIPE END SECTION, 30 IN. | | | 0068 715-97873 1.000 EACH | 2200.00000 2200.00| 1875.00000 1875.00| 500.00000 500.00 WATER SERVICE LINE, 1" , CONNECTION, | | | LONG, W/ METER PIT | | | 0069 718-06532 3000.000 LFT | 0.89000 2670.00| 1.10000 3300.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0070 718-52610 734.000 CYS | 36.72000 26952.48| 44.00000 32296.00| 33.00000 24222.00 AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 1883.000 SYS | 0.92000 1732.36| 1.00000 1883.00| 1.50000 2824.50 GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-44000 2.000 EACH | 400.00000 800.00| 160.00000 320.00| 800.00000 1600.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -6 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 720-44296 3.000 EACH | 1300.00000 3900.00| 350.00000 1050.00| 600.00000 1800.00 CAP INLET | | | 0074 720-45270 1.000 EACH | 1500.00000 1500.00| 1962.00000 1962.00| 900.00000 900.00 PIPE CATCH BASIN, 18 IN. | | | 0075 720-45410 23.000 EACH | 2300.00000 52900.00| 1877.00000 43171.00| 1860.00000 42780.00 MANHOLE, C4 | | | 0076 720-95157 2.000 EACH | 1900.00000 3800.00| 2270.00000 4540.00| 1800.00000 3600.00 CATCH BASIN, R13, MODIFIED | | | 0077 720-95422 2.000 EACH | 4100.00000 8200.00| 2436.00000 4872.00| 2200.00000 4400.00 MANHOLE, J4 | | | 0078 720-96999 11.000 EACH | 2000.00000 22000.00| 3485.00000 38335.00| 2950.00000 32450.00 FIRE HYDRANT ASSEMBLY H-2 | | | 0079 720-98174 17.000 EACH | 2100.00000 35700.00| 2233.00000 37961.00| 1750.00000 29750.00 INLET, B15 | | | 0080 720-98555 10.000 EACH | 2100.00000 21000.00| 2456.00000 24560.00| 1750.00000 17500.00 INLET, C15 | | | 0081 720-99416 28.000 EACH | 2100.00000 58800.00| 2471.00000 69188.00| 1780.00000 49840.00 CATCH BASIN, B15 | | | 0082 720-99417 16.000 EACH | 2300.00000 36800.00| 2595.00000 41520.00| 1880.00000 30080.00 CATCH BASIN, C15 | | | 0083 732-01525 36.000 EACH | 150.00000 5400.00| 120.00000 4320.00| 300.00000 10800.00 VALVE BOX , REMOVE | | | 0084 732-04836 2.000 EACH | 3000.00000 6000.00| 2112.00000 4224.00| 1910.00000 3820.00 GATE VALVE 10 IN, , MECHANICAL JOINT | | | 0085 732-04836 1.000 EACH | 1500.00000 1500.00| 784.00000 784.00| 235.00000 235.00 GATE VALVE 2 IN, , MECHANICAL JOINT | | | 0086 732-04836 11.000 EACH | 1800.00000 19800.00| 1080.00000 11880.00| 690.00000 7590.00 GATE VALVE 4 IN, , MECHANICAL JOINT | | | 0087 732-04836 19.000 EACH | 1900.00000 36100.00| 1100.00000 20900.00| 832.00000 15808.00 GATE VALVE 6 IN, , MECHANICAL JOINT | | | 0088 732-04836 8.000 EACH | 2000.00000 16000.00| 1505.00000 12040.00| 1250.00000 10000.00 GATE VALVE 8 IN, , MECHANICAL JOINT | | | 0089 732-04996 25.000 EACH | 400.00000 10000.00| 838.00000 20950.00| 105.00000 2625.00 CUT , AND CAP | | | 0094 732-94780 1.000 EACH | 2500.00000 2500.00| 2126.00000 2126.00| 760.00000 760.00 WATER SERVICE CONNECTION 1.25 IN., LONG | | | W/CURB STOP | | | 0095 732-94780 1.000 EACH | 2500.00000 2500.00| 2498.00000 2498.00| 1270.00000 1270.00 WATER SERVICE CONNECTION 1.50 IN., LONG | | | W/METER PIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -7 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 732-97009 10.000 EACH | 300.00000 3000.00| 365.00000 3650.00| 850.00000 8500.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0097 801-03290 1.000 EACH | 760.00000 760.00| 860.00000 860.00| 800.00000 800.00 CONSTRUCTION SIGN, C | | | 0098 801-04308 27.000 EACH | 293.00000 7911.00| 332.00000 8964.00| 305.00000 8235.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06625 23.000 EACH | 130.00000 2990.00| 149.00000 3427.00| 135.00000 3105.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 65.000 EACH | 141.00000 9165.00| 161.00000 10465.00| 147.00000 9555.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 3.000 EACH | 66.00000 198.00| 75.00000 225.00| 70.00000 210.00 CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 61576.00000 61576.00| 30780.00000 30780.00| 98000.00000 98000.00 MAINTAINING TRAFFIC | | | 0103 801-07119 430.000 LFT | 25.50000 10965.00| 29.00000 12470.00| 26.50000 11395.00 BARRICADE, III-B | | | 0104 802-05701 663.000 LFT | 15.80000 10475.40| 19.00000 12597.00| 16.00000 10608.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 802-07059 44.000 EACH | 66.30000 2917.20| 74.00000 3256.00| 69.00000 3036.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0106 802-07060 14.000 EACH | 170.00000 2380.00| 35.00000 490.00| 177.00000 2478.00 SIGN, SHEET, RELOCATE | | | 0107 802-76025 341.000 SFT | 29.50000 10059.50| 22.00000 7502.00| 30.00000 10230.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0108 802-76035 17.000 SFT | 33.60000 571.20| 26.00000 442.00| 35.00000 595.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0109 805-01815 4.000 EACH | 2650.00000 10600.00| 3407.00000 13628.00| 2760.00000 11040.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0111 805-78010 1.000 EACH | 1200.00000 1200.00| 2079.00000 2079.00| 1250.00000 1250.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0112 805-78195 8.000 EACH | 314.00000 2512.00| 692.00000 5536.00| 330.00000 2640.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0113 805-78415 4.000 EACH | 1475.00000 5900.00| 1906.00000 7624.00| 1550.00000 6200.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -8 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 805-78420 4.000 EACH | 223.00000 892.00| 461.00000 1844.00| 235.00000 940.00 DISCONNECT HANGER | | | 0115 805-78445 1.000 EACH | 975.00000 975.00| 1011.00000 1011.00| 1100.00000 1100.00 SIGNAL SERVICE | | | 0116 805-78467 30.000 LFT | 2.45000 73.50| 3.31000 99.30| 3.00000 90.00 SIGNAL CABLE, 3C 8GA. | | | 0117 805-78480 236.000 LFT | 1.22000 287.92| 1.76000 415.36| 1.50000 354.00 SIGNAL CABLE, 3C 14GA. | | | 0118 805-78485 225.000 LFT | 1.43000 321.75| 1.93000 434.25| 1.60000 360.00 SIGNAL CABLE, 5C 14GA. | | | 0119 805-81032 4.000 EACH | 3745.00000 14980.00| 5198.00000 20792.00| 3890.00000 15560.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0120 808-06703 386.000 LFT | 1.73000 667.78| 2.25000 868.50| 1.80000 694.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0121 808-75245 9104.000 LFT | 0.49000 4460.96| 0.60000 5462.40| 0.50000 4552.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0122 808-75297 602.000 LFT | 4.20000 2528.40| 5.15000 3100.30| 4.40000 2648.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0123 808-75996 117.000 EACH | 11.20000 1310.40| 13.77000 1611.09| 11.50000 1345.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0124 808-75998 117.000 EACH | 19.90000 2328.30| 24.35000 2848.95| 20.50000 2398.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 732-93403 2.000 EACH | 2100.00000 4200.00| 1246.00000 2492.00| 780.00000 1560.00 WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/CURB STOP | | | 0126 732-93403 27.000 EACH | 2100.00000 56700.00| 1481.00000 39987.00| 850.00000 22950.00 WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/METER PIT | | | 0127 732-93403 1.000 EACH | 1500.00000 1500.00| 1246.00000 1246.00| 780.00000 780.00 WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/CURB STOP | | | 0128 732-93403 20.000 EACH | 1500.00000 30000.00| 1259.00000 25180.00| 850.00000 17000.00 WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/METER PIT | | | 0129 621-06557 400.000 LBS | 26.40000 10560.00| 3.60000 1440.00| 4.50000 1800.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -9 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2113672 |( 3 ) 35-1461789 |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EX |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 621-01004 3.000 EACH | 688.00000 2064.00| 837.00000 2511.00| 800.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0131 621-06565 5.500 TON | 560.00000 3080.00| 543.00000 2986.50| 500.00000 2750.00 MULCHING MATERIAL | | | 0132 621-06565 1.000 TON | 969.00000 969.00| 1177.00000 1177.00| 1200.00000 1200.00 MULCHING MATERIAL , TEMPORARY | | | SECTION TOTALS | $ 3,876,488.66| $ 3,967,383.91| $ 3,982,723.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,876,488.66| $ 3,967,383.91| $ 3,982,723.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -10 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FLASHERS, MODERNIZE | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 37000.00000 37000.00| 32000.00000 32000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 134.00000 402.00| 100.00000 300.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 27.00000 1944.00| 50.00000 3600.00| 150.00000 10800.00 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 108-01614 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 120000.00000 120000.00| 180000.00000 180000.00| 210000.00000 210000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 81000.00000 81000.00| 60000.00000 60000.00| 85000.00000 85000.00 CLEARING RIGHT OF WAY | | | 0015 202-04089 4.000 EACH | 67.00000 268.00| 64.00000 256.00| 65.00000 260.00 SIGN, SHEET, REMOVE | | | 0016 203-02000 7425.000 CYS | 14.00000 103950.00| 25.00000 185625.00| 24.00000 178200.00 EXCAVATION, COMMON | | | 0017 205-06933 1.000 EACH | 130.00000 130.00| 125.00000 125.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 500.000 LFT | 4.20000 2100.00| 2.20000 1100.00| 2.20000 1100.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -11 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 3064.000 SYS | 12.00000 36768.00| 13.00000 39832.00| 5.00000 15320.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 207-08268 23737.000 SYS | 19.00000 451003.00| 17.50000 415397.50| 8.00000 189896.00 SUBGRADE TREATMENT, TYPE IV | | | 0021 210-07739 18.000 EACH | 460.00000 8280.00| 600.00000 10800.00| 1700.00000 30600.00 TEMPORARY , BLOWOFF ASSEMBLY | | | 0022 211-09264 3828.000 CYS | 21.00000 80388.00| 30.00000 114840.00| 20.00000 76560.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 213-09269 24.000 CYS | 180.00000 4320.00| 140.00000 3360.00| 100.00000 2400.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0024 303-07449 41.000 TON | 26.00000 1066.00| 27.00000 1107.00| 57.00000 2337.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 303-93506 686.000 CYS | 40.00000 27440.00| 50.00000 34300.00| 26.00000 17836.00 AGGREGATE, 2 | | | 0026 306-08038 625.000 SYS | 9.00000 5625.00| 5.00000 3125.00| 10.00000 6250.00 MILLING, ASPHALT, 4 IN. | | | 0027 401-06264 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0028 401-07333 1346.000 TON | 94.00000 126524.00| 90.00000 121140.00| 86.00000 115756.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0029 401-07402 2243.000 TON | 81.00000 181683.00| 75.00000 168225.00| 85.00000 190655.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 6490.000 TON | 73.00000 473770.00| 65.00000 421850.00| 72.00000 467280.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 401-07429 2689.000 TON | 81.00000 217809.00| 75.00000 201675.00| 72.00000 193608.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0032 402-07432 52.000 TON | 110.00000 5720.00| 100.00000 5200.00| 134.00000 6968.00 HMA SURFACE, TYPE A | | | 0033 406-05520 21.000 TON | 620.00000 13020.00| 600.00000 12600.00| 200.00000 4200.00 ASPHALT FOR TACK COAT | | | 0034 503-03489 88.000 EACH | 31.00000 2728.00| 20.00000 1760.00| 20.00000 1760.00 RETROFITTED TIE BARS | | | 0035 604-07896 61.000 SYS | 133.00000 8113.00| 110.00000 6710.00| 122.92000 7498.12 CURB RAMP, CONCRETE, B | | | 0036 604-07897 208.000 SYS | 117.00000 24336.00| 113.00000 23504.00| 125.29000 26060.32 CURB RAMP, CONCRETE, C | | | 0037 604-07901 152.000 SYS | 133.00000 20216.00| 125.00000 19000.00| 140.90000 21416.80 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -12 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 604-07902 8.000 SYS | 158.00000 1264.00| 155.00000 1240.00| 167.17000 1337.36 CURB RAMP, CONCRETE, H | | | 0039 604-91531 4402.000 SYS | 34.00000 149668.00| 33.00000 145266.00| 45.34000 199586.68 SIDEWALK, CONCRETE, 4 IN. | | | 0040 605-06120 574.000 LFT | 19.50000 11193.00| 26.00000 14924.00| 29.09000 16697.66 CURB, CONCRETE | | | 0041 605-06140 7380.000 LFT | 24.00000 177120.00| 16.00000 118080.00| 19.48000 143762.40 CURB AND GUTTER, CONCRETE | | | 0042 610-07487 2032.000 TON | 114.00000 231648.00| 95.00000 193040.00| 125.00000 254000.00 HMA FOR APPROACHES, TYPE B | | | 0043 610-08446 1170.000 SYS | 26.00000 30420.00| 43.00000 50310.00| 54.45000 63706.50 PCCP FOR APPROACHES, 6 IN. | | | 0044 610-08516 160.200 SYS | 43.00000 6888.60| 65.00000 10413.00| 77.34000 12389.87 PCCP FOR APPROACHES, 12 IN. | | | 0045 610-09108 1605.000 SYS | 35.00000 56175.00| 54.00000 86670.00| 65.74000 105512.70 PCCP FOR APPROACHES, 9 IN. | | | 0046 615-06490 49.000 EACH | 142.00000 6958.00| 140.00000 6860.00| 150.00000 7350.00 RIGHT OF WAY MARKER | | | 0047 615-06505 16.000 EACH | 720.00000 11520.00| 715.00000 11440.00| 525.00000 8400.00 MONUMENT, B | | | 0048 616-02320 18.000 SYS | 16.00000 288.00| 50.00000 900.00| 3.00000 54.00 GEOTEXTILES | | | 0049 616-06405 9.000 TON | 42.00000 378.00| 40.00000 360.00| 30.00000 270.00 RIPRAP, REVETMENT | | | 0050 621-06567 38.000 kGAL | 1.10000 41.80| 1.00000 38.00| 1.00000 38.00 WATER | | | 0051 621-06575 10543.000 SYS | 3.20000 33737.60| 2.80000 29520.40| 2.80000 29520.40 SODDING, NURSERY | | | 0052 621-90853 1.000 EACH | 5400.00000 5400.00| 2500.00000 2500.00| 3000.00000 3000.00 TAPPING SLEEVE WITH VALVE , AND BOX, 8 | | | IN X 8 IN | | | 0053 628-09403 24.000 MOS | 1550.00000 37200.00| 2000.00000 48000.00| 3000.00000 72000.00 FIELD OFFICE, C | | | 0054 628-09407 24.000 MOS | 520.00000 12480.00| 100.00000 2400.00| 350.00000 8400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0055 715-02907 3429.000 LFT | 42.00000 144018.00| 50.00000 171450.00| 60.00000 205740.00 WATER LINE, 6 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -13 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05048 9583.000 LFT | 5.20000 49831.60| 3.60000 34498.80| 3.60000 34498.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0057 715-05149 1100.000 LFT | 43.00000 47300.00| 40.00000 44000.00| 41.00000 45100.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05151 1425.500 LFT | 48.00000 68424.00| 40.00000 57020.00| 45.00000 64147.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05152 1197.000 LFT | 32.00000 38304.00| 42.00000 50274.00| 47.00000 56259.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0060 715-05154 2010.500 LFT | 35.00000 70367.50| 55.00000 110577.50| 59.00000 118619.50 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05156 44.000 LFT | 41.00000 1804.00| 150.00000 6600.00| 76.00000 3344.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0062 715-07073 486.000 LFT | 39.00000 18954.00| 52.00000 25272.00| 60.00000 29160.00 WATER LINE , 6 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0063 715-07073 118.000 LFT | 84.00000 9912.00| 150.00000 17700.00| 122.00000 14396.00 WATER LINE . 10 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0064 715-07073 51.000 LFT | 35.00000 1785.00| 31.25000 1593.75| 40.00000 2040.00 WATER LINE 2 IN. C900 PVC W/ GRANULAR | | | BACKFILL | | | 0065 715-07073 1589.000 LFT | 42.00000 66738.00| 70.00000 111230.00| 62.00000 98518.00 WATER LINE 8 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | 0066 715-09064 5787.000 LFT | 2.00000 11574.00| 1.20000 6944.40| 1.00000 5787.00 VIDEO INSPECTION FOR PIPE | | | 0067 715-46030 1.000 EACH | 720.00000 720.00| 750.00000 750.00| 950.00000 950.00 PIPE END SECTION, 30 IN. | | | 0068 715-97873 1.000 EACH | 1420.00000 1420.00| 1800.00000 1800.00| 1500.00000 1500.00 WATER SERVICE LINE, 1" , CONNECTION, | | | LONG, W/ METER PIT | | | 0069 718-06532 3000.000 LFT | 1.20000 3600.00| 0.90000 2700.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0070 718-52610 734.000 CYS | 38.00000 27892.00| 39.80000 29213.20| 39.80000 29213.20 AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 1883.000 SYS | 2.00000 3766.00| 1.60000 3012.80| 1.60000 3012.80 GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-44000 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| 500.00000 1000.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -14 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 720-44296 3.000 EACH | 540.00000 1620.00| 500.00000 1500.00| 450.00000 1350.00 CAP INLET | | | 0074 720-45270 1.000 EACH | 1220.00000 1220.00| 1500.00000 1500.00| 1500.00000 1500.00 PIPE CATCH BASIN, 18 IN. | | | 0075 720-45410 23.000 EACH | 2100.00000 48300.00| 3400.00000 78200.00| 2400.00000 55200.00 MANHOLE, C4 | | | 0076 720-95157 2.000 EACH | 1720.00000 3440.00| 2000.00000 4000.00| 2100.00000 4200.00 CATCH BASIN, R13, MODIFIED | | | 0077 720-95422 2.000 EACH | 3850.00000 7700.00| 3000.00000 6000.00| 3000.00000 6000.00 MANHOLE, J4 | | | 0078 720-96999 11.000 EACH | 4200.00000 46200.00| 1500.00000 16500.00| 3300.00000 36300.00 FIRE HYDRANT ASSEMBLY H-2 | | | 0079 720-98174 17.000 EACH | 1850.00000 31450.00| 2400.00000 40800.00| 2300.00000 39100.00 INLET, B15 | | | 0080 720-98555 10.000 EACH | 1950.00000 19500.00| 2500.00000 25000.00| 2300.00000 23000.00 INLET, C15 | | | 0081 720-99416 28.000 EACH | 1920.00000 53760.00| 2400.00000 67200.00| 2400.00000 67200.00 CATCH BASIN, B15 | | | 0082 720-99417 16.000 EACH | 2100.00000 33600.00| 2300.00000 36800.00| 2400.00000 38400.00 CATCH BASIN, C15 | | | 0083 732-01525 36.000 EACH | 165.00000 5940.00| 200.00000 7200.00| 200.00000 7200.00 VALVE BOX , REMOVE | | | 0084 732-04836 2.000 EACH | 1785.00000 3570.00| 2000.00000 4000.00| 2100.00000 4200.00 GATE VALVE 10 IN, , MECHANICAL JOINT | | | 0085 732-04836 1.000 EACH | 650.00000 650.00| 400.00000 400.00| 750.00000 750.00 GATE VALVE 2 IN, , MECHANICAL JOINT | | | 0086 732-04836 11.000 EACH | 750.00000 8250.00| 900.00000 9900.00| 960.00000 10560.00 GATE VALVE 4 IN, , MECHANICAL JOINT | | | 0087 732-04836 19.000 EACH | 850.00000 16150.00| 1000.00000 19000.00| 1100.00000 20900.00 GATE VALVE 6 IN, , MECHANICAL JOINT | | | 0088 732-04836 8.000 EACH | 1150.00000 9200.00| 1600.00000 12800.00| 1500.00000 12000.00 GATE VALVE 8 IN, , MECHANICAL JOINT | | | 0089 732-04996 25.000 EACH | 320.00000 8000.00| 500.00000 12500.00| 465.00000 11625.00 CUT , AND CAP | | | 0094 732-94780 1.000 EACH | 1520.00000 1520.00| 1900.00000 1900.00| 1700.00000 1700.00 WATER SERVICE CONNECTION 1.25 IN., LONG | | | W/CURB STOP | | | 0095 732-94780 1.000 EACH | 1520.00000 1520.00| 1900.00000 1900.00| 2000.00000 2000.00 WATER SERVICE CONNECTION 1.50 IN., LONG | | | W/METER PIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -15 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 732-97009 10.000 EACH | 320.00000 3200.00| 500.00000 5000.00| 500.00000 5000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0097 801-03290 1.000 EACH | 750.00000 750.00| 199.00000 199.00| 745.00000 745.00 CONSTRUCTION SIGN, C | | | 0098 801-04308 27.000 EACH | 295.00000 7965.00| 499.00000 13473.00| 288.00000 7776.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06625 23.000 EACH | 135.00000 3105.00| 99.00000 2277.00| 128.00000 2944.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 65.000 EACH | 142.00000 9230.00| 180.00000 11700.00| 139.00000 9035.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 3.000 EACH | 72.00000 216.00| 65.00000 195.00| 65.00000 195.00 CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 112656.83000 112656.83| 35000.00000 35000.00| 189976.67000 189976.67 MAINTAINING TRAFFIC | | | 0103 801-07119 430.000 LFT | 28.00000 12040.00| 14.00000 6020.00| 25.00000 10750.00 BARRICADE, III-B | | | 0104 802-05701 663.000 LFT | 16.00000 10608.00| 19.43000 12882.09| 15.50000 10276.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 802-07059 44.000 EACH | 75.00000 3300.00| 70.83000 3116.52| 65.00000 2860.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0106 802-07060 14.000 EACH | 172.00000 2408.00| 231.61000 3242.54| 167.00000 2338.00 SIGN, SHEET, RELOCATE | | | 0107 802-76025 341.000 SFT | 35.00000 11935.00| 22.11000 7539.51| 29.00000 9889.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0108 802-76035 17.000 SFT | 35.00000 595.00| 23.26000 395.42| 33.00000 561.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0109 805-01815 4.000 EACH | 2850.00000 11400.00| 2836.58000 11346.32| 2604.00000 10416.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0111 805-78010 1.000 EACH | 1185.00000 1185.00| 1452.86000 1452.86| 1179.00000 1179.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0112 805-78195 8.000 EACH | 350.00000 2800.00| 399.92000 3199.36| 308.00000 2464.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0113 805-78415 4.000 EACH | 1560.00000 6240.00| 2179.35000 8717.40| 1447.00000 5788.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -16 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 805-78420 4.000 EACH | 280.00000 1120.00| 317.01000 1268.04| 220.00000 880.00 DISCONNECT HANGER | | | 0115 805-78445 1.000 EACH | 1100.00000 1100.00| 808.82000 808.82| 959.00000 959.00 SIGNAL SERVICE | | | 0116 805-78467 30.000 LFT | 3.20000 96.00| 4.17000 125.10| 2.40000 72.00 SIGNAL CABLE, 3C 8GA. | | | 0117 805-78480 236.000 LFT | 2.20000 519.20| 2.17000 512.12| 1.20000 283.20 SIGNAL CABLE, 3C 14GA. | | | 0118 805-78485 225.000 LFT | 1.85000 416.25| 2.86000 643.50| 1.40000 315.00 SIGNAL CABLE, 5C 14GA. | | | 0119 805-81032 4.000 EACH | 4350.00000 17400.00| 4197.60000 16790.40| 3671.00000 14684.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0120 808-06703 386.000 LFT | 1.82000 702.52| 0.30000 115.80| 1.70000 656.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0121 808-75245 9104.000 LFT | 0.60000 5462.40| 0.30000 2731.20| 0.48000 4369.92 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0122 808-75297 602.000 LFT | 4.35000 2618.70| 3.45000 2076.90| 4.15000 2498.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0123 808-75996 117.000 EACH | 13.00000 1521.00| 19.48000 2279.16| 19.48000 2279.16 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0124 808-75998 117.000 EACH | 22.00000 2574.00| 11.00000 1287.00| 11.00000 1287.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 732-93403 2.000 EACH | 1120.00000 2240.00| 1550.00000 3100.00| 2147.49000 4294.98 WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/CURB STOP | | | 0126 732-93403 27.000 EACH | 1120.00000 30240.00| 1850.00000 49950.00| 1795.71000 48484.17 WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/METER PIT | | | 0127 732-93403 1.000 EACH | 950.00000 950.00| 900.00000 900.00| 1447.49000 1447.49 WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/CURB STOP | | | 0128 732-93403 20.000 EACH | 950.00000 19000.00| 1300.00000 26000.00| 1211.79000 24235.80 WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/METER PIT | | | 0129 621-06557 400.000 LBS | 3.40000 1360.00| 2.90000 1160.00| 2.90000 1160.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -17 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 35-1212938 |( 6 ) 35-1151771 |WHITE CONSTRUCTION INC |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 621-01004 3.000 EACH | 720.00000 2160.00| 675.00000 2025.00| 675.00000 2025.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0131 621-06565 5.500 TON | 490.00000 2695.00| 470.00000 2585.00| 470.00000 2585.00 MULCHING MATERIAL | | | 0132 621-06565 1.000 TON | 1100.00000 1100.00| 950.00000 950.00| 950.00000 950.00 MULCHING MATERIAL , TEMPORARY | | | SECTION TOTALS | $ 3,994,000.00| $ 4,084,201.41| $ 4,276,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,994,000.00| $ 4,084,201.41| $ 4,276,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -18 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FLASHERS, MODERNIZE | | | 0001 105-06845 LUMP | 250000.00000 250000.00| 41000.00000 41000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 250.00000 750.00| 475.00000 1425.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 50.00000 3600.00| 70.00000 5040.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 108-01614 LUMP | 12000.00000 12000.00| 12500.00000 12500.00| PARTNERING OVERHEAD | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 213000.00000 213000.00| 225000.00000 225000.00| MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 150000.00000 150000.00| 90000.00000 90000.00| CLEARING RIGHT OF WAY | | | 0015 202-04089 4.000 EACH | 63.59000 254.36| 100.00000 400.00| SIGN, SHEET, REMOVE | | | 0016 203-02000 7425.000 CYS | 50.00000 371250.00| 30.00000 222750.00| EXCAVATION, COMMON | | | 0017 205-06933 1.000 EACH | 279.00000 279.00| 300.00000 300.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 500.000 LFT | 2.12000 1060.00| 3.00000 1500.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -19 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 3064.000 SYS | 9.00000 27576.00| 12.00000 36768.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0020 207-08268 23737.000 SYS | 13.50000 320449.50| 20.00000 474740.00| SUBGRADE TREATMENT, TYPE IV | | | 0021 210-07739 18.000 EACH | 800.00000 14400.00| 1000.00000 18000.00| TEMPORARY , BLOWOFF ASSEMBLY | | | 0022 211-09264 3828.000 CYS | 25.00000 95700.00| 22.00000 84216.00| STRUCTURE BACKFILL, TYPE 1 | | | 0023 213-09269 24.000 CYS | 95.00000 2280.00| 150.00000 3600.00| FLOWABLE BACKFILL, NON-REMOVABLE | | | 0024 303-07449 41.000 TON | 25.00000 1025.00| 30.00000 1230.00| COMPACTED AGGREGATE, NO. 73 | | | 0025 303-93506 686.000 CYS | 50.00000 34300.00| 50.00000 34300.00| AGGREGATE, 2 | | | 0026 306-08038 625.000 SYS | 5.00000 3125.00| 8.00000 5000.00| MILLING, ASPHALT, 4 IN. | | | 0027 401-06264 LUMP | 1000.00000 1000.00| 16000.00000 16000.00| PROFILOGRAPH, HMA | | | 0028 401-07333 1346.000 TON | 90.00000 121140.00| 95.00000 127870.00| QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0029 401-07402 2243.000 TON | 75.00000 168225.00| 85.00000 190655.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 6490.000 TON | 65.00000 421850.00| 68.00000 441320.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 401-07429 2689.000 TON | 75.00000 201675.00| 73.00000 196297.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0032 402-07432 52.000 TON | 100.00000 5200.00| 170.00000 8840.00| HMA SURFACE, TYPE A | | | 0033 406-05520 21.000 TON | 600.00000 12600.00| 550.00000 11550.00| ASPHALT FOR TACK COAT | | | 0034 503-03489 88.000 EACH | 50.00000 4400.00| 7.00000 616.00| RETROFITTED TIE BARS | | | 0035 604-07896 61.000 SYS | 125.00000 7625.00| 90.00000 5490.00| CURB RAMP, CONCRETE, B | | | 0036 604-07897 208.000 SYS | 125.00000 26000.00| 105.00000 21840.00| CURB RAMP, CONCRETE, C | | | 0037 604-07901 152.000 SYS | 125.00000 19000.00| 130.00000 19760.00| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -20 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 604-07902 8.000 SYS | 125.00000 1000.00| 135.00000 1080.00| CURB RAMP, CONCRETE, H | | | 0039 604-91531 4402.000 SYS | 32.00000 140864.00| 38.00000 167276.00| SIDEWALK, CONCRETE, 4 IN. | | | 0040 605-06120 574.000 LFT | 25.00000 14350.00| 25.00000 14350.00| CURB, CONCRETE | | | 0041 605-06140 7380.000 LFT | 13.00000 95940.00| 19.00000 140220.00| CURB AND GUTTER, CONCRETE | | | 0042 610-07487 2032.000 TON | 95.00000 193040.00| 160.00000 325120.00| HMA FOR APPROACHES, TYPE B | | | 0043 610-08446 1170.000 SYS | 42.00000 49140.00| 51.00000 59670.00| PCCP FOR APPROACHES, 6 IN. | | | 0044 610-08516 160.200 SYS | 68.00000 10893.60| 66.00000 10573.20| PCCP FOR APPROACHES, 12 IN. | | | 0045 610-09108 1605.000 SYS | 50.00000 80250.00| 59.00000 94695.00| PCCP FOR APPROACHES, 9 IN. | | | 0046 615-06490 49.000 EACH | 140.00000 6860.00| 300.00000 14700.00| RIGHT OF WAY MARKER | | | 0047 615-06505 16.000 EACH | 715.00000 11440.00| 1000.00000 16000.00| MONUMENT, B | | | 0048 616-02320 18.000 SYS | 2.00000 36.00| 3.00000 54.00| GEOTEXTILES | | | 0049 616-06405 9.000 TON | 60.00000 540.00| 55.00000 495.00| RIPRAP, REVETMENT | | | 0050 621-06567 38.000 kGAL | 1.00000 38.00| 1.10000 41.80| WATER | | | 0051 621-06575 10543.000 SYS | 2.95000 31101.85| 3.25000 34264.75| SODDING, NURSERY | | | 0052 621-90853 1.000 EACH | 3750.00000 3750.00| 3200.00000 3200.00| TAPPING SLEEVE WITH VALVE , AND BOX, 8 | | | IN X 8 IN | | | 0053 628-09403 24.000 MOS | 2500.00000 60000.00| 1600.00000 38400.00| FIELD OFFICE, C | | | 0054 628-09407 24.000 MOS | 125.00000 3000.00| 190.00000 4560.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0055 715-02907 3429.000 LFT | 30.00000 102870.00| 64.00000 219456.00| WATER LINE, 6 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -21 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05048 9583.000 LFT | 3.50000 33540.50| 6.50000 62289.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0057 715-05149 1100.000 LFT | 20.00000 22000.00| 34.00000 37400.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05151 1425.500 LFT | 22.00000 31361.00| 36.00000 51318.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05152 1197.000 LFT | 24.00000 28728.00| 39.00000 46683.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0060 715-05154 2010.500 LFT | 30.00000 60315.00| 67.00000 134703.50| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05156 44.000 LFT | 35.00000 1540.00| 120.00000 5280.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0062 715-07073 486.000 LFT | 30.00000 14580.00| 82.00000 39852.00| WATER LINE , 6 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0063 715-07073 118.000 LFT | 65.00000 7670.00| 140.00000 16520.00| WATER LINE . 10 IN. DUCTILE IRON, W/ | | | GRANULAR | | | 0064 715-07073 51.000 LFT | 15.00000 765.00| 82.00000 4182.00| WATER LINE 2 IN. C900 PVC W/ GRANULAR | | | BACKFILL | | | 0065 715-07073 1589.000 LFT | 35.00000 55615.00| 65.00000 103285.00| WATER LINE 8 IN. DUCTILE IRON, W/ | | | GRANULAR BACKFILL | | | 0066 715-09064 5787.000 LFT | 0.75000 4340.25| 1.25000 7233.75| VIDEO INSPECTION FOR PIPE | | | 0067 715-46030 1.000 EACH | 750.00000 750.00| 2100.00000 2100.00| PIPE END SECTION, 30 IN. | | | 0068 715-97873 1.000 EACH | 1600.00000 1600.00| 2100.00000 2100.00| WATER SERVICE LINE, 1" , CONNECTION, | | | LONG, W/ METER PIT | | | 0069 718-06532 3000.000 LFT | 0.45000 1350.00| 0.90000 2700.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0070 718-52610 734.000 CYS | 40.00000 29360.00| 51.00000 37434.00| AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 1883.000 SYS | 1.00000 1883.00| 0.50000 941.50| GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-44000 2.000 EACH | 400.00000 800.00| 500.00000 1000.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -22 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 720-44296 3.000 EACH | 750.00000 2250.00| 325.00000 975.00| CAP INLET | | | 0074 720-45270 1.000 EACH | 1000.00000 1000.00| 1050.00000 1050.00| PIPE CATCH BASIN, 18 IN. | | | 0075 720-45410 23.000 EACH | 2100.00000 48300.00| 2300.00000 52900.00| MANHOLE, C4 | | | 0076 720-95157 2.000 EACH | 1700.00000 3400.00| 2800.00000 5600.00| CATCH BASIN, R13, MODIFIED | | | 0077 720-95422 2.000 EACH | 2800.00000 5600.00| 3200.00000 6400.00| MANHOLE, J4 | | | 0078 720-96999 11.000 EACH | 1400.00000 15400.00| 1400.00000 15400.00| FIRE HYDRANT ASSEMBLY H-2 | | | 0079 720-98174 17.000 EACH | 1700.00000 28900.00| 2300.00000 39100.00| INLET, B15 | | | 0080 720-98555 10.000 EACH | 1700.00000 17000.00| 2300.00000 23000.00| INLET, C15 | | | 0081 720-99416 28.000 EACH | 1850.00000 51800.00| 2500.00000 70000.00| CATCH BASIN, B15 | | | 0082 720-99417 16.000 EACH | 1950.00000 31200.00| 2700.00000 43200.00| CATCH BASIN, C15 | | | 0083 732-01525 36.000 EACH | 250.00000 9000.00| 115.00000 4140.00| VALVE BOX , REMOVE | | | 0084 732-04836 2.000 EACH | 1200.00000 2400.00| 1900.00000 3800.00| GATE VALVE 10 IN, , MECHANICAL JOINT | | | 0085 732-04836 1.000 EACH | 275.00000 275.00| 670.00000 670.00| GATE VALVE 2 IN, , MECHANICAL JOINT | | | 0086 732-04836 11.000 EACH | 455.00000 5005.00| 975.00000 10725.00| GATE VALVE 4 IN, , MECHANICAL JOINT | | | 0087 732-04836 19.000 EACH | 570.00000 10830.00| 1150.00000 21850.00| GATE VALVE 6 IN, , MECHANICAL JOINT | | | 0088 732-04836 8.000 EACH | 825.00000 6600.00| 1500.00000 12000.00| GATE VALVE 8 IN, , MECHANICAL JOINT | | | 0089 732-04996 25.000 EACH | 400.00000 10000.00| 800.00000 20000.00| CUT , AND CAP | | | 0094 732-94780 1.000 EACH | 1900.00000 1900.00| 2100.00000 2100.00| WATER SERVICE CONNECTION 1.25 IN., LONG | | | W/CURB STOP | | | 0095 732-94780 1.000 EACH | 2900.00000 2900.00| 1800.00000 1800.00| WATER SERVICE CONNECTION 1.50 IN., LONG | | | W/METER PIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -23 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 732-97009 10.000 EACH | 625.00000 6250.00| 600.00000 6000.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0097 801-03290 1.000 EACH | 745.00000 745.00| 825.00000 825.00| CONSTRUCTION SIGN, C | | | 0098 801-04308 27.000 EACH | 288.00000 7776.00| 315.00000 8505.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06625 23.000 EACH | 128.00000 2944.00| 140.00000 3220.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 65.000 EACH | 139.00000 9035.00| 150.00000 9750.00| CONSTRUCTION SIGN, A | | | 0101 801-06645 3.000 EACH | 65.00000 195.00| 70.00000 210.00| CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 300000.00000 300000.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0103 801-07119 430.000 LFT | 25.00000 10750.00| 27.00000 11610.00| BARRICADE, III-B | | | 0104 802-05701 663.000 LFT | 17.44000 11562.72| 17.00000 11271.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 802-07059 44.000 EACH | 63.59000 2797.96| 72.00000 3168.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0106 802-07060 14.000 EACH | 207.94000 2911.16| 180.00000 2520.00| SIGN, SHEET, RELOCATE | | | 0107 802-76025 341.000 SFT | 19.85000 6768.85| 32.00000 10912.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0108 802-76035 17.000 SFT | 20.88000 354.96| 36.00000 612.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0109 805-01815 4.000 EACH | 2546.65000 10186.60| 2800.00000 11200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0111 805-78010 1.000 EACH | 1304.36000 1304.36| 1300.00000 1300.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0112 805-78195 8.000 EACH | 359.04000 2872.32| 340.00000 2720.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0113 805-78415 4.000 EACH | 1956.59000 7826.36| 1600.00000 6400.00| SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -24 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 805-78420 4.000 EACH | 284.61000 1138.44| 240.00000 960.00| DISCONNECT HANGER | | | 0115 805-78445 1.000 EACH | 726.15000 726.15| 1050.00000 1050.00| SIGNAL SERVICE | | | 0116 805-78467 30.000 LFT | 3.74000 112.20| 2.60000 78.00| SIGNAL CABLE, 3C 8GA. | | | 0117 805-78480 236.000 LFT | 1.95000 460.20| 1.30000 306.80| SIGNAL CABLE, 3C 14GA. | | | 0118 805-78485 225.000 LFT | 2.57000 578.25| 1.50000 337.50| SIGNAL CABLE, 5C 14GA. | | | 0119 805-81032 4.000 EACH | 3768.56000 15074.24| 4000.00000 16000.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0120 808-06703 386.000 LFT | 1.70000 656.20| 1.85000 714.10| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0121 808-75245 9104.000 LFT | 0.48000 4369.92| 0.50000 4552.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0122 808-75297 602.000 LFT | 4.15000 2498.30| 4.60000 2769.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0123 808-75996 117.000 EACH | 4.50000 526.50| 12.00000 1404.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0124 808-75998 117.000 EACH | 24.95000 2919.15| 21.00000 2457.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 732-93403 2.000 EACH | 1777.26000 3554.52| 1300.00000 2600.00| WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/CURB STOP | | | 0126 732-93403 27.000 EACH | 1929.94000 52108.38| 1700.00000 45900.00| WATER SERVICE CONNECTION, 0.75 IN. , | | | LONG, W/METER PIT | | | 0127 732-93403 1.000 EACH | 980.92000 980.92| 800.00000 800.00| WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/CURB STOP | | | 0128 732-93403 20.000 EACH | 1160.92000 23218.40| 1100.00000 22000.00| WATER SERVICE CONNECTION, 0.75 IN. , | | | SHORT, W/METER PIT | | | 0129 621-06557 400.000 LBS | 1.47000 588.00| 1.60000 640.00| SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 190 -25 TABULATION OF BIDS ROUTE : US 136 CALL ORDER : 190 CONTRACT ID : SR -30866-A COUNTIES : FOUNTAIN LETTING DATE : 06/03/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 37-0797609 |( ) |CRIDER & CRIDER INC |FEUTZ CONTRACTORS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 621-01004 3.000 EACH | 1315.00000 3945.00| 1450.00000 4350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0131 621-06565 5.500 TON | 567.00000 3118.50| 620.00000 3410.00| MULCHING MATERIAL | | | 0132 621-06565 1.000 TON | 927.00000 927.00| 1025.00000 1025.00| MULCHING MATERIAL , TEMPORARY | | | SECTION TOTALS | $ 4,346,623.62| $ 4,578,479.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,346,623.62| $ 4,578,479.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/22/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0810598 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 356,197.39 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 451,237.58 126.6819% 3 35-1111003 WHITE CONSTRUCTION INC $ 490,697.00 137.7599% 4 90-0177865 HIS CONSTRUCTORS LLC $ 495,015.00 138.9721% 5 35-1386990 ISOM JACK CONSTRUCTION CO $ 509,146.50 142.9394% 6 35-1875662 CRIDER & CRIDER INC $ 546,304.47 153.3713% 7 35-1057871 SMOCK FANSLER CORPORATION $ 574,248.15 161.2163% 8 35-1636776 LINKEL COMPANY $ 594,072.00 166.7817% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1917625 |( 3 ) 35-1111003 |LAPORTE CONSTRUCTION CO |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT DELPHI CANAL | | | 0001 105-06845 LUMP | 2773.87000 2773.87| 4600.00000 4600.00| 5049.10000 5049.10 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 18000.00000 18000.00| 22500.00000 22500.00| 13459.60000 13459.60 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02236 178.000 SYS | 4.24000 754.72| 8.00000 1424.00| 5.12000 911.36 SURFACE, REMOVE | | | 0008 202-99187 61.000 LFT | 4.81000 293.41| 5.25000 320.25| 4.23000 258.03 FENCE, FARM FIELD, REMOVE | | | 0009 205-02236 2.000 EACH | 150.00000 300.00| 590.23000 1180.46| 151.00000 302.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH | 3000.00000 3000.00| 3150.00000 3150.00| 8360.00000 8360.00 SEDIMENT TRAP | | | 0011 205-06937 81.000 LFT | 7.02000 568.62| 4.66000 377.46| 6.65000 538.65 TEMPORARY SILT FENCE | | | 0012 206-51220 1026.000 CYS | 20.00000 20520.00| 14.00000 14364.00| 29.70000 30472.20 EXCAVATION, WET | | | 0013 206-51230 1041.000 CYS | 20.00000 20820.00| 10.15000 10566.15| 27.00000 28107.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-06388 33.000 LFT | 34.00000 1122.00| 35.00000 1155.00| 35.00000 1155.00 WOOD , RUB RAIL | | | 0015 210-07616 120.000 LFT | 14.00000 1680.00| 10.50000 1260.00| 15.00000 1800.00 ROPE , MANILA, 1 IN | | | 0016 210-07643 4.000 EACH | 199.86000 799.44| 425.50000 1702.00| 628.00000 2512.00 TREE PROTECTION | | | 0017 210-09354 4.000 EACH | 240.00000 960.00| 200.00000 800.00| 250.00000 1000.00 DOCK , CLEATS | | | 0018 211-02050 964.000 CYS | 20.00000 19280.00| 29.30000 28245.20| 37.00000 35668.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1917625 |( 3 ) 35-1111003 |LAPORTE CONSTRUCTION CO |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 80.000 TON | 24.77000 1981.60| 20.95000 1676.00| 18.70000 1496.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-04489 2195.000 TON | 22.00000 48290.00| 19.20000 42144.00| 29.00000 63655.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0021 402-07432 2.320 TON | 100.00000 232.00| 510.00000 1183.20| 1500.00000 3480.00 HMA SURFACE, TYPE A TEXTURED HMA | | | SURFACE TREATMENT | | | 0022 402-07435 7.000 TON | 100.00000 700.00| 440.00000 3080.00| 405.00000 2835.00 HMA INTERMEDIATE, TYPE A | | | 0023 502-09531 79.000 SYS | 160.55000 12683.45| 126.00000 9954.00| 271.00000 21409.00 PCCP , FOR DRIVES, DECORATIVE | | | 0024 502-09531 129.000 SYS | 122.52000 15805.08| 45.45000 5863.05| 176.00000 22704.00 PCCP , FOR DRIVES, EXPOSED AGGREGATE | | | SURFACE | | | 0025 604-44251 2.140 CYS | 2285.86000 4891.74| 1250.00000 2675.00| 789.00000 1688.46 STEPS, CONCRETE | | | 0026 604-91531 140.000 SYS | 64.79000 9070.60| 29.65000 4151.00| 52.01000 7281.40 SIDEWALK, CONCRETE, 4 IN. | | | 0027 616-02320 243.000 SYS | 3.00000 729.00| 2.14000 520.02| 5.30000 1287.90 GEOTEXTILES | | | 0028 616-06405 137.000 TON | 22.48000 3079.76| 26.75000 3664.75| 24.00000 3288.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 225.00000 225.00| 200.00000 200.00| 230.00000 230.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06557 31.000 LBS | 7.95000 246.45| 7.95000 246.45| 8.00000 248.00 SEED MIXTURE, T | | | 0031 621-06559 866.000 SYS | 1.22000 1056.52| 1.22000 1056.52| 1.35000 1169.10 MULCHED SEEDING, R | | | 0032 621-06565 0.360 TON | 995.00000 358.20| 995.00000 358.20| 995.00000 358.20 MULCHING MATERIAL | | | 0033 621-06570 217.000 CYS | 25.00000 5425.00| 63.05000 13681.85| 15.00000 3255.00 TOP SOIL | | | 0034 628-09402 9.000 MOS | 1000.00000 9000.00| 2500.00000 22500.00| 1482.28000 13340.52 FIELD OFFICE, B | | | 0035 702-08150 2.000 EACH | 824.20000 1648.40| 402.00000 804.00| 760.00000 1520.00 PIER , FALSE, 12 IN | | | 0036 702-08150 6.000 EACH | 474.20000 2845.20| 352.00000 2112.00| 405.00000 2430.00 PIER , LOG, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1917625 |( 3 ) 35-1111003 |LAPORTE CONSTRUCTION CO |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 702-51015 3.000 CYS | 300.00000 900.00| 646.67000 1940.01| 937.00000 2811.00 CONCRETE, B, FOOTINGS | | | 0038 703-51030 1020.000 LBS | 1.90000 1938.00| 2.57000 2621.40| 2.90000 2958.00 REINFORCING STEEL | | | 0039 715-05168 34.000 LFT | 49.35000 1677.90| 55.97000 1902.98| 24.00000 816.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0040 715-05171 40.300 LFT | 73.07000 2944.72| 54.66000 2202.80| 28.00000 1128.40 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0041 720-45275 2.000 EACH | 1257.81000 2515.62| 1600.00000 3200.00| 1350.00000 2700.00 PIPE CATCH BASIN, 24 IN. | | | 0042 720-94157 1.000 EACH | 3197.17000 3197.17| 2969.99000 2969.99| 3820.00000 3820.00 MANHOLE, C | | | 0043 731-03133 2204.000 SFT | 26.84000 59155.36| 51.00000 112404.00| 44.00000 96976.00 CONCRETE FACING | | | 0044 731-03915 2204.000 SFT | 8.69000 19152.76| 18.50000 40774.00| 10.00000 22040.00 ARCHITECTURAL SURFACE TREATMENT | | | 0045 731-07016 2204.000 SFT | 12.51000 27572.04| 15.88000 34999.52| 18.00000 39672.00 FACE PANELS, WIRE | | | 0046 731-93946 2204.000 SFT | 6.64000 14634.56| 12.50000 27550.00| 9.12000 20100.48 WALL ERECTION | | | 0047 731-93947 48.000 LFT | 54.65000 2623.20| 22.28000 1069.44| 132.60000 6364.80 LEVELING PAD, CONCRETE | | | 0048 805-06003 2.000 EACH | 2550.00000 5100.00| 2746.50000 5493.00| 2310.00000 4620.00 POLE, WOOD , LIGHT POST AND FIXTURES, | | | DOUBLE ARM | | | 0049 805-06003 2.000 EACH | 2250.00000 4500.00| 2000.00000 4000.00| 2100.00000 4200.00 POLE, WOOD , LIGHT POST AND FIXTURES, | | | SINGLE ARM | | | 0050 805-96014 92.000 LFT | 3.50000 322.00| 5.89000 541.88| 1.65000 151.80 SAW CUT, FULL DEPTH | | | 0051 807-03972 82.000 LFT | 10.00000 820.00| 25.00000 2050.00| 13.00000 1066.00 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | SECTION TOTALS | $ 356,197.39| $ 451,237.58| $ 490,697.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 356,197.39| $ 451,237.58| $ 490,697.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1386990 |( 6 ) 35-1875662 |HIS CONSTRUCTORS LLC |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT DELPHI CANAL | | | 0001 105-06845 LUMP | 3400.00000 3400.00| 6500.00000 6500.00| 78000.00000 78000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 24225.03000 24225.03| 25000.00000 25000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02236 178.000 SYS | 5.20000 925.60| 15.00000 2670.00| 8.00000 1424.00 SURFACE, REMOVE | | | 0008 202-99187 61.000 LFT | 7.00000 427.00| 15.00000 915.00| 5.00000 305.00 FENCE, FARM FIELD, REMOVE | | | 0009 205-02236 2.000 EACH | 160.00000 320.00| 300.00000 600.00| 275.00000 550.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH | 1840.00000 1840.00| 2500.00000 2500.00| 1000.00000 1000.00 SEDIMENT TRAP | | | 0011 205-06937 81.000 LFT | 6.40000 518.40| 9.00000 729.00| 1.50000 121.50 TEMPORARY SILT FENCE | | | 0012 206-51220 1026.000 CYS | 41.00000 42066.00| 35.00000 35910.00| 30.00000 30780.00 EXCAVATION, WET | | | 0013 206-51230 1041.000 CYS | 40.00000 41640.00| 12.00000 12492.00| 30.00000 31230.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-06388 33.000 LFT | 36.00000 1188.00| 45.00000 1485.00| 34.00000 1122.00 WOOD , RUB RAIL | | | 0015 210-07616 120.000 LFT | 15.00000 1800.00| 25.00000 3000.00| 14.00000 1680.00 ROPE , MANILA, 1 IN | | | 0016 210-07643 4.000 EACH | 300.00000 1200.00| 1000.00000 4000.00| 250.00000 1000.00 TREE PROTECTION | | | 0017 210-09354 4.000 EACH | 400.00000 1600.00| 750.00000 3000.00| 240.00000 960.00 DOCK , CLEATS | | | 0018 211-02050 964.000 CYS | 30.00000 28920.00| 25.00000 24100.00| 25.00000 24100.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1386990 |( 6 ) 35-1875662 |HIS CONSTRUCTORS LLC |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 80.000 TON | 27.00000 2160.00| 35.00000 2800.00| 30.00000 2400.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-04489 2195.000 TON | 28.00000 61460.00| 24.00000 52680.00| 27.50000 60362.50 COMPACTED CRUSHED AGGREGATE, 8 | | | 0021 402-07432 2.320 TON | 3540.00000 8212.80| 2500.00000 5800.00| 3000.00000 6960.00 HMA SURFACE, TYPE A TEXTURED HMA | | | SURFACE TREATMENT | | | 0022 402-07435 7.000 TON | 490.00000 3430.00| 1000.00000 7000.00| 400.00000 2800.00 HMA INTERMEDIATE, TYPE A | | | 0023 502-09531 79.000 SYS | 142.00000 11218.00| 90.00000 7110.00| 100.00000 7900.00 PCCP , FOR DRIVES, DECORATIVE | | | 0024 502-09531 129.000 SYS | 110.00000 14190.00| 90.00000 11610.00| 80.00000 10320.00 PCCP , FOR DRIVES, EXPOSED AGGREGATE | | | SURFACE | | | 0025 604-44251 2.140 CYS | 1900.00000 4066.00| 875.00000 1872.50| 1500.00000 3210.00 STEPS, CONCRETE | | | 0026 604-91531 140.000 SYS | 65.00000 9100.00| 35.00000 4900.00| 45.00000 6300.00 SIDEWALK, CONCRETE, 4 IN. | | | 0027 616-02320 243.000 SYS | 3.20000 777.60| 5.00000 1215.00| 2.50000 607.50 GEOTEXTILES | | | 0028 616-06405 137.000 TON | 31.00000 4247.00| 50.00000 6850.00| 50.00000 6850.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 240.00000 240.00| 500.00000 500.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06557 31.000 LBS | 8.50000 263.50| 12.00000 372.00| 7.95000 246.45 SEED MIXTURE, T | | | 0031 621-06559 866.000 SYS | 1.30000 1125.80| 2.00000 1732.00| 1.22000 1056.52 MULCHED SEEDING, R | | | 0032 621-06565 0.360 TON | 1100.00000 396.00| 850.00000 306.00| 995.00000 358.20 MULCHING MATERIAL | | | 0033 621-06570 217.000 CYS | 67.00000 14539.00| 50.00000 10850.00| 10.00000 2170.00 TOP SOIL | | | 0034 628-09402 9.000 MOS | 3500.00000 31500.00| 2100.00000 18900.00| 1975.00000 17775.00 FIELD OFFICE, B | | | 0035 702-08150 2.000 EACH | 800.00000 1600.00| 2500.00000 5000.00| 750.00000 1500.00 PIER , FALSE, 12 IN | | | 0036 702-08150 6.000 EACH | 430.00000 2580.00| 850.00000 5100.00| 400.00000 2400.00 PIER , LOG, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1386990 |( 6 ) 35-1875662 |HIS CONSTRUCTORS LLC |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 702-51015 3.000 CYS | 400.00000 1200.00| 1500.00000 4500.00| 300.00000 900.00 CONCRETE, B, FOOTINGS | | | 0038 703-51030 1020.000 LBS | 3.00000 3060.00| 7.00000 7140.00| 1.79000 1825.80 REINFORCING STEEL | | | 0039 715-05168 34.000 LFT | 50.00000 1700.00| 15.00000 510.00| 40.00000 1360.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0040 715-05171 40.300 LFT | 58.89000 2373.27| 20.00000 806.00| 50.00000 2015.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0041 720-45275 2.000 EACH | 1250.00000 2500.00| 30.00000 60.00| 1500.00000 3000.00 PIPE CATCH BASIN, 24 IN. | | | 0042 720-94157 1.000 EACH | 2450.00000 2450.00| 1900.00000 1900.00| 2500.00000 2500.00 MANHOLE, C | | | 0043 731-03133 2204.000 SFT | 25.00000 55100.00| 45.00000 99180.00| 30.00000 66120.00 CONCRETE FACING | | | 0044 731-03915 2204.000 SFT | 9.00000 19836.00| 22.50000 49590.00| 32.00000 70528.00 ARCHITECTURAL SURFACE TREATMENT | | | 0045 731-07016 2204.000 SFT | 18.00000 39672.00| 19.00000 41876.00| 12.00000 26448.00 FACE PANELS, WIRE | | | 0046 731-93946 2204.000 SFT | 11.50000 25346.00| 9.00000 19836.00| 12.00000 26448.00 WALL ERECTION | | | 0047 731-93947 48.000 LFT | 33.00000 1584.00| 50.00000 2400.00| 60.00000 2880.00 LEVELING PAD, CONCRETE | | | 0048 805-06003 2.000 EACH | 4350.00000 8700.00| 2900.00000 5800.00| 2300.00000 4600.00 POLE, WOOD , LIGHT POST AND FIXTURES, | | | DOUBLE ARM | | | 0049 805-06003 2.000 EACH | 4025.00000 8050.00| 2450.00000 4900.00| 2000.00000 4000.00 POLE, WOOD , LIGHT POST AND FIXTURES, | | | SINGLE ARM | | | 0050 805-96014 92.000 LFT | 5.00000 460.00| 3.00000 276.00| 3.50000 322.00 SAW CUT, FULL DEPTH | | | 0051 807-03972 82.000 LFT | 22.00000 1804.00| 35.00000 2870.00| 20.00000 1640.00 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | SECTION TOTALS | $ 495,015.00| $ 509,146.50| $ 546,304.47 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 495,015.00| $ 509,146.50| $ 546,304.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1057871 |( 8 ) 35-1636776 |( ) |SMOCK FANSLER CORPORATION |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT DELPHI CANAL | | | 0001 105-06845 LUMP | 7070.00000 7070.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 28000.00000 28000.00| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02236 178.000 SYS | 10.00000 1780.00| 20.00000 3560.00| SURFACE, REMOVE | | | 0008 202-99187 61.000 LFT | 10.00000 610.00| 5.00000 305.00| FENCE, FARM FIELD, REMOVE | | | 0009 205-02236 2.000 EACH | 165.00000 330.00| 200.00000 400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH | 5000.00000 5000.00| 500.00000 500.00| SEDIMENT TRAP | | | 0011 205-06937 81.000 LFT | 6.55000 530.55| 5.00000 405.00| TEMPORARY SILT FENCE | | | 0012 206-51220 1026.000 CYS | 35.00000 35910.00| 40.00000 41040.00| EXCAVATION, WET | | | 0013 206-51230 1041.000 CYS | 20.00000 20820.00| 40.00000 41640.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-06388 33.000 LFT | 38.00000 1254.00| 100.00000 3300.00| WOOD , RUB RAIL | | | 0015 210-07616 120.000 LFT | 15.40000 1848.00| 5.00000 600.00| ROPE , MANILA, 1 IN | | | 0016 210-07643 4.000 EACH | 75.00000 300.00| 300.00000 1200.00| TREE PROTECTION | | | 0017 210-09354 4.000 EACH | 264.00000 1056.00| 100.00000 400.00| DOCK , CLEATS | | | 0018 211-02050 964.000 CYS | 37.00000 35668.00| 30.00000 28920.00| B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1057871 |( 8 ) 35-1636776 |( ) |SMOCK FANSLER CORPORATION |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 80.000 TON | 46.00000 3680.00| 26.00000 2080.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-04489 2195.000 TON | 48.00000 105360.00| 30.00000 65850.00| COMPACTED CRUSHED AGGREGATE, 8 | | | 0021 402-07432 2.320 TON | 3630.00000 8421.60| 150.00000 348.00| HMA SURFACE, TYPE A TEXTURED HMA | | | SURFACE TREATMENT | | | 0022 402-07435 7.000 TON | 473.00000 3311.00| 100.00000 700.00| HMA INTERMEDIATE, TYPE A | | | 0023 502-09531 79.000 SYS | 120.00000 9480.00| 200.00000 15800.00| PCCP , FOR DRIVES, DECORATIVE | | | 0024 502-09531 129.000 SYS | 78.00000 10062.00| 200.00000 25800.00| PCCP , FOR DRIVES, EXPOSED AGGREGATE | | | SURFACE | | | 0025 604-44251 2.140 CYS | 1700.00000 3638.00| 1000.00000 2140.00| STEPS, CONCRETE | | | 0026 604-91531 140.000 SYS | 46.00000 6440.00| 50.00000 7000.00| SIDEWALK, CONCRETE, 4 IN. | | | 0027 616-02320 243.000 SYS | 1.00000 243.00| 4.00000 972.00| GEOTEXTILES | | | 0028 616-06405 137.000 TON | 28.00000 3836.00| 60.00000 8220.00| RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 250.00000 250.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06557 31.000 LBS | 9.00000 279.00| 20.00000 620.00| SEED MIXTURE, T | | | 0031 621-06559 866.000 SYS | 1.35000 1169.10| 4.00000 3464.00| MULCHED SEEDING, R | | | 0032 621-06565 0.360 TON | 1095.00000 394.20| 1000.00000 360.00| MULCHING MATERIAL | | | 0033 621-06570 217.000 CYS | 35.00000 7595.00| 50.00000 10850.00| TOP SOIL | | | 0034 628-09402 9.000 MOS | 2657.00000 23913.00| 1500.00000 13500.00| FIELD OFFICE, B | | | 0035 702-08150 2.000 EACH | 825.00000 1650.00| 1000.00000 2000.00| PIER , FALSE, 12 IN | | | 0036 702-08150 6.000 EACH | 440.00000 2640.00| 800.00000 4800.00| PIER , LOG, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 200 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : SR -31910-A COUNTIES : CARROLL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1057871 |( 8 ) 35-1636776 |( ) |SMOCK FANSLER CORPORATION |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 702-51015 3.000 CYS | 350.00000 1050.00| 500.00000 1500.00| CONCRETE, B, FOOTINGS | | | 0038 703-51030 1020.000 LBS | 2.10000 2142.00| 2.00000 2040.00| REINFORCING STEEL | | | 0039 715-05168 34.000 LFT | 65.00000 2210.00| 50.00000 1700.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0040 715-05171 40.300 LFT | 79.00000 3183.70| 60.00000 2418.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0041 720-45275 2.000 EACH | 480.00000 960.00| 1500.00000 3000.00| PIPE CATCH BASIN, 24 IN. | | | 0042 720-94157 1.000 EACH | 2240.00000 2240.00| 2000.00000 2000.00| MANHOLE, C | | | 0043 731-03133 2204.000 SFT | 38.00000 83752.00| 4.00000 8816.00| CONCRETE FACING | | | 0044 731-03915 2204.000 SFT | 19.00000 41876.00| 5.00000 11020.00| ARCHITECTURAL SURFACE TREATMENT | | | 0045 731-07016 2204.000 SFT | 17.00000 37468.00| 20.00000 44080.00| FACE PANELS, WIRE | | | 0046 731-93946 2204.000 SFT | 23.00000 50692.00| 10.00000 22040.00| WALL ERECTION | | | 0047 731-93947 48.000 LFT | 37.00000 1776.00| 40.00000 1920.00| LEVELING PAD, CONCRETE | | | 0048 805-06003 2.000 EACH | 3500.00000 7000.00| 1000.00000 2000.00| POLE, WOOD , LIGHT POST AND FIXTURES, | | | DOUBLE ARM | | | 0049 805-06003 2.000 EACH | 2500.00000 5000.00| 800.00000 1600.00| POLE, WOOD , LIGHT POST AND FIXTURES, | | | SINGLE ARM | | | 0050 805-96014 92.000 LFT | 6.00000 552.00| 20.00000 1840.00| SAW CUT, FULL DEPTH | | | 0051 807-03972 82.000 LFT | 22.00000 1804.00| 10.00000 820.00| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | SECTION TOTALS | $ 574,248.15| $ 594,072.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 574,248.15| $ 594,072.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 280 -1 VENDOR RANKING CALL ORDER : 280 CONTRACT ID : SRS-30072-A COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 09/30/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710031 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,659,673.58 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,677,568.17 101.0782% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 280 -2 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 280 CONTRACT ID : SRS-30072-A COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 3896.09000 3896.09| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 102.41000 204.82| 175.00000 350.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 68.27000 682.70| 175.00000 1750.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 82983.33000 82983.33| 83500.00000 83500.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 281.500 LFT | 4.00000 1126.00| 6.00000 1689.00| GUARDRAIL, REMOVE | | | 0013 202-02278 80.000 LFT | 21.26000 1700.80| 7.00000 560.00| CURB, CONCRETE, REMOVE | | | 0014 202-52710 56.000 SYS | 43.18000 2418.08| 12.00000 672.00| SIDEWALK, CONCRETE, REMOVE | | | 0015 202-93741 3.000 EACH | 300.00000 900.00| 560.00000 1680.00| GUARD RAIL END TREATMENT, REMOVE | | | 0016 211-09264 120.000 CYS | 21.77000 2612.40| 25.00000 3000.00| STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-07449 2850.000 TON | 25.00000 71250.00| 20.00000 57000.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 280 -3 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 280 CONTRACT ID : SRS-30072-A COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07783 1000.000 TON | 146.49000 146490.00| 140.00000 140000.00| HMA PATCHING, TYPE D | | | 0019 306-08033 55020.000 SYS | 1.09000 59971.80| 0.70000 38514.00| MILLING, ASPHALT, 1 IN. | | | 0020 306-08034 5146.000 SYS | 1.21000 6226.66| 0.95000 4888.70| MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08042 6000.000 SYS | 1.06000 6360.00| 1.00000 6000.00| MILLING, SCARIFICATION/PROFILE | | | 0022 306-08043 4900.000 SYS | 1.06000 5194.00| 2.00000 9800.00| MILLING, TRANSITION | | | 0023 306-08432 3016.000 SYS | 2.97000 8957.52| 3.45000 10405.20| MILLING, APPROACH | | | 0024 401-06264 LUMP | 9999.31000 9999.31| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0025 401-07329 5230.000 TON | 67.83000 354750.90| 67.00000 350410.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0026 401-07399 7975.000 TON | 51.76000 412786.00| 52.00000 414700.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0027 406-05520 35.000 TON | 411.31000 14395.85| 1000.00000 35000.00| ASPHALT FOR TACK COAT | | | 0028 503-05240 1224.000 LFT | 15.49000 18959.76| 10.50000 12852.00| D-1 CONTRACTION JOINT | | | 0029 506-06333 2800.000 SYS | 76.25000 213500.00| 83.00000 232400.00| PCCP PATCHING, FULL DEPTH | | | 0030 601-08434 1.000 EACH | 1000.00000 1000.00| 655.00000 655.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0031 601-94689 3.000 EACH | 2600.00000 7800.00| 2410.00000 7230.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 250.000 LFT | 21.00000 5250.00| 19.00000 4750.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99106 50.000 LFT | 26.00000 1300.00| 29.00000 1450.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0034 604-07894 56.000 SYS | 150.75000 8442.00| 140.00000 7840.00| CURB RAMP, CONCRETE, A | | | 0035 610-07788 670.000 TON | 84.84000 56842.80| 95.00000 63650.00| HMA FOR APPROACHES, TYPE D | | | 0036 621-01004 1.000 EACH | 100.00000 100.00| 375.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 280 -4 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 280 CONTRACT ID : SRS-30072-A COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06559 78.000 SYS | 3.85000 300.30| 12.40000 967.20| MULCHED SEEDING, R | | | 0038 628-09408 10.000 MOS | 318.58000 3185.80| 500.00000 5000.00| MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0039 628-09409 10.000 MOS | 113.78000 1137.80| 200.00000 2000.00| MOBILE INTERNET SERVICE , 2 EACH | | | 0040 715-03476 2.000 EACH | 2082.71000 4165.42| 1100.00000 2200.00| SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0041 715-05119 130.000 LFT | 64.98000 8447.40| 65.00000 8450.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-05123 150.000 LFT | 56.09000 8413.50| 75.00000 11250.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0043 715-08307 10.000 TON | 154.97000 1549.70| 180.00000 1800.00| HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0044 715-46005 4.000 EACH | 991.27000 3965.08| 550.00000 2200.00| PIPE END SECTION, 15 IN. | | | 0045 720-44000 21.000 EACH | 531.23000 11155.83| 275.00000 5775.00| CASTING, ADJUST TO GRADE | | | 0046 801-01093 8.000 EACH | 435.00000 3480.00| 435.00000 3480.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 4.000 EACH | 145.00000 580.00| 145.00000 580.00| CONSTRUCTION SIGN, C | | | 0048 801-04308 1.000 EACH | 250.00000 250.00| 250.00000 250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 5000.000 LFT | 0.15000 750.00| 0.15000 750.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06209 2600.000 LFT | 1.34000 3484.00| 1.20000 3120.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | 0051 801-06625 25.000 EACH | 85.00000 2125.00| 85.00000 2125.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 26.000 EACH | 102.00000 2652.00| 102.00000 2652.00| CONSTRUCTION SIGN, A | | | 0053 801-06710 50.000 DAY | 8.52000 426.00| 8.52000 426.00| FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 13804.61000 13804.61| 37500.00000 37500.00| MAINTAINING TRAFFIC | | | 0055 801-07118 36.000 LFT | 6.90000 248.40| 6.90000 248.40| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 280 -5 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 280 CONTRACT ID : SRS-30072-A COUNTIES : LAKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-09133 4.000 EACH | 2775.00000 11100.00| 2775.00000 11100.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0057 804-06771 4.000 EACH | 85.00000 340.00| 55.00000 220.00| DELINEATOR POST, FLEXIBLE | | | 0058 805-01843 3.000 EACH | 320.00000 960.00| 320.00000 960.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0059 805-02327 11.000 EACH | 145.00000 1595.00| 145.00000 1595.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0060 805-02441 13150.000 LFT | 0.40000 5260.00| 0.40000 5260.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78795 3550.000 LFT | 10.00000 35500.00| 10.00000 35500.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 808-03002 1360.000 LFT | 0.30000 408.00| 0.30000 408.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0063 808-03631 35659.000 LFT | 0.30000 10697.70| 0.30000 10697.70| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0064 808-03632 20167.000 LFT | 0.30000 6050.10| 0.30000 6050.10| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0065 808-04896 2221.000 LFT | 0.30000 666.30| 0.30000 666.30| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0066 808-07310 210.000 LFT | 3.99000 837.90| 3.99000 837.90| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0067 808-09038 120.000 LFT | 3.99000 478.80| 3.99000 478.80| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0068 808-74805 138.000 LFT | 7.99000 1102.62| 7.99000 1102.62| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0069 808-74807 11.000 EACH | 94.00000 1034.00| 94.00000 1034.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0070 808-74808 4.000 EACH | 136.00000 544.00| 136.00000 544.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0071 808-75996 325.000 EACH | 4.19000 1361.75| 4.19000 1361.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 325.000 EACH | 16.95000 5508.75| 19.54000 6350.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,659,673.58| $ 1,677,568.17| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,659,673.58| $ 1,677,568.17| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : SRS-30448-A COUNTIES : CARROLL HOWARD LETTING DATE : 06/03/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/13/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710948 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,616,853.95 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,698,867.57 105.0724% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 310 -2 TABULATION OF BIDS ROUTE : 22 CALL ORDER : 310 CONTRACT ID : SRS-30448-A COUNTIES : CARROLL HOWARD LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 6245.00000 6245.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 81000.00000 81000.00| 84000.00000 84000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 301-07448 2861.000 TON | 6.00000 17166.00| 1.00000 2861.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 304-07490 1100.000 TON | 75.00000 82500.00| 98.00000 107800.00| HMA PATCHING, TYPE B | | | 0011 306-08033 199400.000 SYS | 1.60000 319040.00| 0.71000 141574.00| MILLING, ASPHALT, 1 IN. | | | 0012 306-08043 2850.000 SYS | 1.60000 4560.00| 0.01000 28.50| MILLING, TRANSITION | | | 0013 306-08432 4943.000 SYS | 1.60000 7908.80| 0.01000 49.43| MILLING, APPROACH | | | 0014 401-06264 LUMP | 9935.00000 9935.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0015 401-07321 20562.000 TON | 26.50000 544893.00| 20.00000 411240.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 406-05520 52.000 TON | 200.00000 10400.00| 1.00000 52.00| ASPHALT FOR TACK COAT | | | 0017 610-07487 596.000 TON | 130.00000 77480.00| 82.00000 48872.00| HMA FOR APPROACHES, TYPE B | | | 0018 612-04315 108.000 TON | 1800.00000 194400.00| 1762.00000 190296.00| ASPHALT MATERIAL FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 310 -3 TABULATION OF BIDS ROUTE : 22 CALL ORDER : 310 CONTRACT ID : SRS-30448-A COUNTIES : CARROLL HOWARD LETTING DATE : 06/03/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 612-05081 1.000 EACH | 4000.00000 4000.00| 3975.00000 3975.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0020 612-60410 1800.000 EACH | 13.00000 23400.00| 12.40000 22320.00| DRILLED HOLE FOR UNDERSEAL | | | 0021 628-09401 4.000 MOS | 2700.00000 10800.00| 1867.00000 7468.00| FIELD OFFICE, A | | | 0022 801-03290 2.000 EACH | 82.00000 164.00| 82.00000 164.00| CONSTRUCTION SIGN, C | | | 0024 801-06203 5981.000 LFT | 0.30000 1794.30| 0.21000 1256.01| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 5981.000 LFT | 1.00000 5981.00| 0.83000 4964.23| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 43.000 EACH | 72.00000 3096.00| 100.00000 4300.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 123000.00000 123000.00| 515000.00000 515000.00| MAINTAINING TRAFFIC | | | 0028 801-09087 680.000 LFT | 2.39000 1625.20| 0.83000 564.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 12 IN. | | | 0029 805-78470 605.000 LFT | 0.50000 302.50| 0.45000 272.25| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 215.000 LFT | 12.50000 2687.50| 9.00000 1935.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-06703 119624.000 LFT | 0.35000 41868.40| 1.00000 119624.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0032 808-75240 12354.000 LFT | 0.35000 4323.90| 0.25000 3088.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0033 808-75245 33721.000 LFT | 0.35000 11802.35| 0.25000 8430.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75297 680.000 LFT | 4.00000 2720.00| 3.65000 2482.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,616,853.95| $ 1,698,867.57| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,616,853.95| $ 1,698,867.57| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -1 VENDOR RANKING CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 06/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710835 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 1,297,838.15 100.0000% 2 35-0626844 J H RUDOLPH & COMPANY $ 1,449,166.08 111.6600% 3 11-3838875 CALCAR PAVING INC $ 1,505,317.15 115.9865% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,535,000.00 118.2736% 5 35-1139301 E & B PAVING INC $ 1,651,000.00 127.2115% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -2 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0626844 |( 3 ) 11-3838875 |O`MARA DAVE CONTRACTOR |J H RUDOLPH & COMPANY |CALCAR PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2750.00000 2750.00| 13700.00000 13700.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 130.00000 260.00| 105.00000 210.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 60.00000 1680.00| 60.00000 1680.00| 73.50000 2058.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 26000.00000 26000.00| 72200.00000 72200.00| 73616.00000 73616.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 1175.000 LFT | 2.50000 2937.50| 2.60000 3055.00| 2.46000 2890.50 GUARDRAIL, REMOVE | | | 0013 202-93741 27.000 EACH | 325.00000 8775.00| 160.00000 4320.00| 152.00000 4104.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02070 1054.000 CYS | 20.50000 21607.00| 1.00000 1054.00| 34.00000 35836.00 BORROW | | | 0015 205-09543 20.000 TON | 25.00000 500.00| 21.00000 420.00| 25.00000 500.00 NO 2 STONE | | | 0016 211-09264 46.000 CYS | 30.00000 1380.00| 16.25000 747.50| 21.90000 1007.40 STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-07449 189.000 TON | 28.00000 5292.00| 41.00000 7749.00| 24.95000 4715.55 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -3 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0626844 |( 3 ) 11-3838875 |O`MARA DAVE CONTRACTOR |J H RUDOLPH & COMPANY |CALCAR PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07490 1245.000 TON | 90.00000 112050.00| 121.00000 150645.00| 169.50000 211027.50 HMA PATCHING, TYPE B | | | 0019 306-08034 912.000 SYS | 0.35000 319.20| 1.50000 1368.00| 0.24000 218.88 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08042 117431.000 SYS | 0.35000 41100.85| 0.55000 64587.05| 0.53500 62825.59 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 2862.000 SYS | 0.35000 1001.70| 0.55000 1574.10| 0.24000 686.88 MILLING, TRANSITION | | | 0022 306-08432 7143.000 SYS | 0.10000 714.30| 0.55000 3928.65| 0.01500 107.15 MILLING, APPROACH | | | 0023 401-06264 LUMP | 2500.00000 2500.00| 4500.00000 4500.00| 3360.00000 3360.00 PROFILOGRAPH, HMA | | | 0024 401-07321 10465.000 TON | 52.00000 544180.00| 52.00000 544180.00| 55.00000 575575.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 402-07451 2255.000 TON | 54.00000 121770.00| 64.00000 144320.00| 60.60000 136653.00 HMA WEDGE AND LEVEL, TYPE B | | | 0026 406-05520 40.000 TON | 315.00000 12600.00| 380.00000 15200.00| 450.00000 18000.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 8.000 EACH | 2080.00000 16640.00| 2500.00000 20000.00| 2400.00000 19200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH | 1900.00000 1900.00| 1800.00000 1800.00| 1748.00000 1748.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-94689 26.000 EACH | 2500.00000 65000.00| 3500.00000 91000.00| 2550.00000 66300.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 858.000 LFT | 35.00000 30030.00| 17.00000 14586.00| 17.75000 15229.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 610-07487 600.000 TON | 80.00000 48000.00| 85.00000 51000.00| 100.00000 60000.00 HMA FOR APPROACHES, TYPE B | | | 0032 616-02320 1520.000 SYS | 1.60000 2432.00| 1.75000 2660.00| 2.50000 3800.00 GEOTEXTILES | | | 0033 616-06451 1145.000 TON | 25.50000 29197.50| 39.00000 44655.00| 25.60000 29312.00 RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 750.00000 750.00| 715.00000 715.00| 751.00000 751.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 500.000 SYS | 5.65000 2825.00| 5.40000 2700.00| 5.65000 2825.00 MULCHED SEEDING, R | | | 0036 628-09402 14.000 MOS | 1500.00000 21000.00| 1500.00000 21000.00| 1550.00000 21700.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -4 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0626844 |( 3 ) 11-3838875 |O`MARA DAVE CONTRACTOR |J H RUDOLPH & COMPANY |CALCAR PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 628-09407 14.000 MOS | 250.00000 3500.00| 230.00000 3220.00| 110.00000 1540.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0038 706-08188 240.000 LFT | 80.00000 19200.00| 70.00000 16800.00| 73.00000 17520.00 RAILING, TR | | | 0039 715-02629 1.000 EACH | 2150.00000 2150.00| 900.00000 900.00| 490.00000 490.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0040 715-05596 22.000 LFT | 80.00000 1760.00| 275.00000 6050.00| 118.20000 2600.40 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0041 715-08305 11.000 TON | 135.00000 1485.00| 95.00000 1045.00| 65.00000 715.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0042 725-06867 85.000 LFT | 115.00000 9775.00| 120.00000 10200.00| 115.50000 9817.50 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0043 801-03290 5.000 EACH | 400.00000 2000.00| 245.00000 1225.00| 404.25000 2021.25 CONSTRUCTION SIGN, C | | | 0044 801-06203 5104.000 LFT | 0.35000 1786.40| 0.50000 2552.00| 0.38000 1939.52 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 4128.000 LFT | 1.00000 4128.00| 1.50000 6192.00| 1.10000 4540.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 34.000 EACH | 155.00000 5270.00| 180.00000 6120.00| 152.25000 5176.50 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 65000.00000 65000.00| 60000.00000 60000.00| 46925.00000 46925.00 MAINTAINING TRAFFIC | | | 0048 808-06703 88968.000 LFT | 0.30000 26690.40| 0.27000 24021.36| 0.29000 25800.72 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0049 808-06706 20.000 LFT | 10.00000 200.00| 7.00000 140.00| 9.45000 189.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0050 808-75240 8130.000 LFT | 0.30000 2439.00| 0.27000 2195.10| 0.31000 2520.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0051 808-75245 39061.000 LFT | 0.30000 11718.30| 0.27000 10546.47| 0.29000 11327.69 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0052 808-75297 37.000 LFT | 10.00000 370.00| 6.60000 244.20| 9.45000 349.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75996 806.000 EACH | 4.25000 3425.50| 1.35000 1088.10| 1.26000 1015.56 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -5 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0626844 |( 3 ) 11-3838875 |O`MARA DAVE CONTRACTOR |J H RUDOLPH & COMPANY |CALCAR PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 808-75998 807.000 EACH | 14.50000 11701.50| 13.65000 11015.55| 14.33000 11564.31 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,297,838.15| $ 1,449,166.08| $ 1,505,317.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,297,838.15| $ 1,449,166.08| $ 1,505,317.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -6 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 10636.00000 10636.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 75.00000 150.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 60.00000 1680.00| 75.00000 2100.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 76700.00000 76700.00| 82000.00000 82000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 1175.000 LFT | 2.35000 2761.25| 2.35000 2761.25| GUARDRAIL, REMOVE | | | 0013 202-93741 27.000 EACH | 425.00000 11475.00| 145.00000 3915.00| GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02070 1054.000 CYS | 17.00000 17918.00| 29.50000 31093.00| BORROW | | | 0015 205-09543 20.000 TON | 40.00000 800.00| 54.50000 1090.00| NO 2 STONE | | | 0016 211-09264 46.000 CYS | 50.00000 2300.00| 27.75000 1276.50| STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-07449 189.000 TON | 26.50000 5008.50| 75.00000 14175.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 1245.000 TON | 145.00000 180525.00| 162.00000 201690.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -7 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08034 912.000 SYS | 5.00000 4560.00| 0.60000 547.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08042 117431.000 SYS | 0.25000 29357.75| 0.60000 70458.60| MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 2862.000 SYS | 2.30000 6582.60| 0.60000 1717.20| MILLING, TRANSITION | | | 0022 306-08432 7143.000 SYS | 2.85000 20357.55| 0.01000 71.43| MILLING, APPROACH | | | 0023 401-06264 LUMP | 800.00000 800.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0024 401-07321 10465.000 TON | 60.00000 627900.00| 66.00000 690690.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 402-07451 2255.000 TON | 65.00000 146575.00| 66.00000 148830.00| HMA WEDGE AND LEVEL, TYPE B | | | 0026 406-05520 40.000 TON | 500.00000 20000.00| 500.00000 20000.00| ASPHALT FOR TACK COAT | | | 0027 601-01522 8.000 EACH | 2370.00000 18960.00| 2370.00000 18960.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH | 1665.00000 1665.00| 1665.00000 1665.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-94689 26.000 EACH | 2496.00000 64896.00| 2496.00000 64896.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 858.000 LFT | 16.90000 14500.20| 16.90000 14500.20| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 610-07487 600.000 TON | 95.00000 57000.00| 100.00000 60000.00| HMA FOR APPROACHES, TYPE B | | | 0032 616-02320 1520.000 SYS | 2.00000 3040.00| 2.60000 3952.00| GEOTEXTILES | | | 0033 616-06451 1145.000 TON | 35.00000 40075.00| 32.00000 36640.00| RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 715.00000 715.00| 715.00000 715.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 500.000 SYS | 5.38000 2690.00| 5.38000 2690.00| MULCHED SEEDING, R | | | 0036 628-09402 14.000 MOS | 1500.00000 21000.00| 1500.00000 21000.00| FIELD OFFICE, B | | | 0037 628-09407 14.000 MOS | 215.00000 3010.00| 215.00000 3010.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 330 -8 TABULATION OF BIDS ROUTE : 56 CALL ORDER : 330 CONTRACT ID : SRS-30572-A COUNTIES : PIKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 706-08188 240.000 LFT | 70.00000 16800.00| 70.00000 16800.00| RAILING, TR | | | 0039 715-02629 1.000 EACH | 950.00000 950.00| 911.00000 911.00| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0040 715-05596 22.000 LFT | 140.00000 3080.00| 52.25000 1149.50| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0041 715-08305 11.000 TON | 285.00000 3135.00| 500.00000 5500.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0042 725-06867 85.000 LFT | 127.00000 10795.00| 89.00000 7565.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0043 801-03290 5.000 EACH | 225.00000 1125.00| 225.00000 1125.00| CONSTRUCTION SIGN, C | | | 0044 801-06203 5104.000 LFT | 0.50000 2552.00| 0.75000 3828.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 4128.000 LFT | 1.15000 4747.20| 1.78000 7347.84| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 34.000 EACH | 165.00000 5610.00| 165.00000 5610.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 46503.07000 46503.07| 35798.40000 35798.40| MAINTAINING TRAFFIC | | | 0048 808-06703 88968.000 LFT | 0.27000 24021.36| 0.27000 24021.36| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0049 808-06706 20.000 LFT | 6.95000 139.00| 6.95000 139.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0050 808-75240 8130.000 LFT | 0.27000 2195.10| 0.27000 2195.10| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0051 808-75245 39061.000 LFT | 0.27000 10546.47| 0.27000 10546.47| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0052 808-75297 37.000 LFT | 6.60000 244.20| 6.60000 244.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75996 806.000 EACH | 3.70000 2982.20| 1.20000 967.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 807.000 EACH | 13.65000 11015.55| 13.65000 11015.55| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,535,000.00| $ 1,651,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,535,000.00| $ 1,651,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : SRS-30933-A COUNTIES : GRANT LETTING DATE : 06/03/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/24/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800260 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 743,435.30 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 750,989.54 101.0161% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 350 -2 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 350 CONTRACT ID : SRS-30933-A COUNTIES : GRANT LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 950.00000 950.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 75.00000 150.00| 80.00000 160.00| RADIO | | | 0003 105-08520 2.000 EACH | 120.00000 240.00| 80.00000 160.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 90.00000 1080.00| 36.00000 432.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 1.00000 12.00| 36.00000 432.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 37000.00000 37000.00| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0014 202-90277 9.000 EACH | 225.00000 2025.00| 225.00000 2025.00| DETECTOR HOUSING, REMOVE | | | 0016 207-08267 610.000 SYS | 4.00000 2440.00| 11.67000 7118.70| SUBGRADE TREATMENT, TYPE IIIA | | | 0017 301-07448 50.000 TON | 5.00000 250.00| 5.00000 250.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 485.000 TON | 25.00000 12125.00| 5.00000 2425.00| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 350 -3 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 350 CONTRACT ID : SRS-30933-A COUNTIES : GRANT LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 304-07491 390.000 TON | 41.00000 15990.00| 102.22000 39865.80| HMA PATCHING, TYPE C , FULL DEPTH | | | 0020 304-07491 435.000 TON | 41.00000 17835.00| 57.03000 24808.05| HMA PATCHING, TYPE C , PARTIAL DEPTH | | | 0021 306-08033 72100.000 SYS | 0.40000 28840.00| 0.31000 22351.00| MILLING, ASPHALT, 1 IN. | | | 0022 306-08036 9000.000 SYS | 0.40000 3600.00| 0.31000 2790.00| MILLING, ASPHALT, 2 IN. | | | 0023 306-08043 600.000 SYS | 0.40000 240.00| 0.53000 318.00| MILLING, TRANSITION | | | 0024 306-08432 3500.000 SYS | 0.10000 350.00| 0.01000 35.00| MILLING, APPROACH | | | 0025 401-06264 LUMP | 1300.00000 1300.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0026 401-07347 9000.000 TON | 53.00000 477000.00| 46.00000 414000.00| QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | | 0027 406-05520 23.000 TON | 50.00000 1150.00| 10.00000 230.00| ASPHALT FOR TACK COAT | | | 0028 604-07903 18.000 SYS | 185.00000 3330.00| 196.58000 3538.44| CURB RAMP, CONCRETE, K | | | 0029 610-07488 470.000 TON | 50.00000 23500.00| 35.00000 16450.00| HMA FOR APPROACHES, TYPE C | | | 0030 612-04315 17.000 TON | 1980.00000 33660.00| 1980.00000 33660.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0031 612-05081 1.000 EACH | 4280.00000 4280.00| 4280.00000 4280.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0032 612-60410 280.000 EACH | 14.70000 4116.00| 14.70000 4116.00| DRILLED HOLE FOR UNDERSEAL | | | 0033 615-06520 3.000 EACH | 525.00000 1575.00| 147.66000 442.98| MONUMENT, RE-ESTABLISH | | | 0034 615-06527 2.000 EACH | 575.00000 1150.00| 453.80000 907.60| MONUMENT, SECTION CORNER | | | 0035 628-09402 6.000 MOS | 1956.00000 11736.00| 1843.50000 11061.00| FIELD OFFICE, B | | | 0036 628-09407 6.000 MOS | 227.00000 1362.00| 231.00000 1386.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0037 720-44000 3.000 EACH | 600.00000 1800.00| 485.15000 1455.45| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 350 -4 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 350 CONTRACT ID : SRS-30933-A COUNTIES : GRANT LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 720-94840 6.000 EACH | 170.00000 1020.00| 267.01000 1602.06| CASTING, ADJUST TO GRADE, WATER VALVE | | | 0039 801-01504 61.000 EACH | 5.00000 305.00| 10.00000 610.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0040 801-03290 2.000 EACH | 145.00000 290.00| 90.00000 180.00| CONSTRUCTION SIGN, C | | | 0041 801-06203 13800.000 LFT | 0.10000 1380.00| 0.01000 138.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 13800.000 LFT | 0.10000 1380.00| 0.01000 138.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06211 61.000 EACH | 5.00000 305.00| 20.00000 1220.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0044 801-06216 380.000 LFT | 0.50000 190.00| 0.10000 38.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0045 801-06218 380.000 LFT | 0.50000 190.00| 2.00000 760.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0046 801-06640 28.000 EACH | 121.00000 3388.00| 81.00000 2268.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 4400.00000 4400.00| 47792.61000 47792.61| MAINTAINING TRAFFIC | | | 0048 801-92448 500.000 DAY | 1.00000 500.00| 0.01000 5.00| CONSTRUCTION SIGNS, MOBILE | | | 0049 802-05704 120.000 LFT | 11.00000 1320.00| 11.00000 1320.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0050 802-76025 65.000 SFT | 15.00000 975.00| 15.00000 975.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0051 805-02441 2550.000 LFT | 0.45000 1147.50| 0.45000 1147.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0052 805-78785 9.000 EACH | 575.00000 5175.00| 575.00000 5175.00| SIGNAL DETECTOR HOUSING | | | 0053 805-78795 920.000 LFT | 9.00000 8280.00| 9.00000 8280.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 350 -5 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 350 CONTRACT ID : SRS-30933-A COUNTIES : GRANT LETTING DATE : 06/03/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 808-74815 90.000 LFT | 1.69000 152.10| 2.00000 180.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0055 808-75205 35700.000 LFT | 0.10000 3570.00| 0.27000 9639.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0056 808-75240 2600.000 LFT | 0.10000 260.00| 0.27000 702.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 19400.000 LFT | 0.10000 1940.00| 0.27000 5238.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75278 380.000 LFT | 1.69000 642.20| 2.00000 760.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0059 808-75290 670.000 LFT | 3.37000 2257.90| 4.00000 2680.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0060 808-75297 380.000 LFT | 3.37000 1280.60| 4.00000 1520.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75320 61.000 EACH | 65.00000 3965.00| 55.00000 3355.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75996 580.000 EACH | 0.50000 290.00| 2.82000 1635.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 715.000 EACH | 9.00000 6435.00| 12.05000 8615.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 808-92027 5900.000 LFT | 0.56000 3304.00| 0.90000 5310.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 743,435.30| $ 750,989.54| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 743,435.30| $ 750,989.54| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 352 -1 VENDOR RANKING CALL ORDER : 352 CONTRACT ID : SRS-31876-A COUNTIES : STARKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/31/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0810432 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC/ TAMI $ 323,005.70 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 352 -2 TABULATION OF BIDS ROUTE : US 35 CALL ORDER : 352 CONTRACT ID : SRS-31876-A COUNTIES : STARKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 37597.00000 37597.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 408-07504 3.500 TON | 3743.00000 13100.50| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0012 411-09520 50100.000 SYS | 4.33000 216933.00| | MICRO-SURFACING, WARRANTED, SINGLE | | | COURSE | | | 0013 628-09408 3.000 MOS | 500.00000 1500.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0014 628-09409 3.000 MOS | 200.00000 600.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0015 801-03290 3.000 EACH | 160.00000 480.00| | CONSTRUCTION SIGN, C | | | 0016 801-06640 20.000 EACH | 95.00000 1900.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 352 -3 TABULATION OF BIDS ROUTE : US 35 CALL ORDER : 352 CONTRACT ID : SRS-31876-A COUNTIES : STARKE LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 801-06710 30.000 DAY | 15.00000 450.00| | FLASHING ARROW SIGN | | | 0018 801-06775 LUMP | 32533.00000 32533.00| | MAINTAINING TRAFFIC | | | 0019 808-06701 3960.000 LFT | 0.30000 1188.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0020 808-06703 2324.000 LFT | 0.30000 697.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0021 808-75245 17470.000 LFT | 0.30000 5241.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0022 808-75278 168.000 LFT | 2.00000 336.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0023 808-75300 832.000 LFT | 1.00000 832.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75320 7.000 EACH | 80.00000 560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 4.000 EACH | 115.00000 460.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75340 4.000 EACH | 350.00000 1400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0027 808-75996 114.000 EACH | 4.00000 456.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 114.000 EACH | 24.00000 2736.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | TWO-WAY YELLOW | | | SECTION TOTALS | $ 323,005.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 323,005.70| $ 750,989.54| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 354 -1 VENDOR RANKING CALL ORDER : 354 CONTRACT ID : SRS-31920-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/16/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900086 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC/ TAMI $ 517,285.00 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 354 -2 TABULATION OF BIDS ROUTE : 106 CALL ORDER : 354 CONTRACT ID : SRS-31920-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 3800.00000 3800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 250.00000 250.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 150.00000 450.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 33390.00000 33390.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 304-07490 315.000 TON | 110.00000 34650.00| | HMA PATCHING, TYPE B | | | 0012 408-07504 4.000 TON | 3200.00000 12800.00| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 411-09521 78000.000 SYS | 4.02000 313560.00| | MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0014 628-09408 3.000 MOS | 500.00000 1500.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0015 628-09409 3.000 MOS | 150.00000 450.00| | MOBILE INTERNET SERVICE , 1 LAPTOP | | | 0016 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 354 -3 TABULATION OF BIDS ROUTE : 106 CALL ORDER : 354 CONTRACT ID : SRS-31920-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 801-06209 2230.000 LFT | 3.00000 6690.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | 0018 801-06640 42.000 EACH | 105.00000 4410.00| | CONSTRUCTION SIGN, A | | | 0019 801-06710 30.000 DAY | 10.00000 300.00| | FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 59543.00000 59543.00| | MAINTAINING TRAFFIC | | | 0021 808-06368 888.000 LFT | 0.80000 710.40| | TRANSVERSE MARKING, REMOVE | | | 0022 808-06703 40454.000 LFT | 0.30000 12136.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0023 808-06716 54614.000 LFT | 0.30000 16384.20| | LINE, REMOVE | | | 0024 808-75240 1490.000 LFT | 0.30000 447.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 12670.000 LFT | 0.30000 3801.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75278 96.000 LFT | 3.20000 307.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0027 808-75300 792.000 LFT | 1.50000 1188.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0028 808-75996 354.000 EACH | 10.00000 3540.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 354.000 EACH | 18.00000 6372.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TWO-WAY YELLOW | | | SECTION TOTALS | $ 517,285.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 517,285.00| $ 750,989.54| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 356 -1 VENDOR RANKING CALL ORDER : 356 CONTRACT ID : SRS-31921-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/02/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900087 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC/ TAMI $ 418,872.18 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 356 -2 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 356 CONTRACT ID : SRS-31921-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 3800.00000 3800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 74541.00000 74541.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 304-07491 500.000 TON | 95.00000 47500.00| | HMA PATCHING, TYPE C | | | 0012 408-07504 4.000 TON | 3056.16000 12224.64| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 411-08438 49757.000 SYS | 4.10000 204003.70| | MICRO-SURFACING, WARRANTED | | | 0014 628-09408 3.000 MOS | 500.00000 1500.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0015 628-09409 3.000 MOS | 100.00000 300.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0016 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | | 0017 801-06207 4660.000 LFT | 2.00000 9320.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 356 -3 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 356 CONTRACT ID : SRS-31921-A COUNTIES : MARSHALL LETTING DATE : 06/03/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 14.000 EACH | 105.00000 1470.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 39905.00000 39905.00| | MAINTAINING TRAFFIC | | | 0020 808-06703 36984.000 LFT | 0.31000 11465.04| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0021 808-75240 18314.000 LFT | 0.31000 5677.34| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0022 808-75245 966.000 LFT | 0.31000 299.46| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75996 256.000 EACH | 2.50000 640.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 256.000 EACH | 20.00000 5120.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 418,872.18| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 418,872.18| $ 750,989.54| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 410 -1 VENDOR RANKING CALL ORDER : 410 CONTRACT ID : SB -30275-B COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/28/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710884 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING INC $ 446,999.59 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 591,752.32 132.3832% 3 35-1645115 THREE STAR PAINTING $ 619,383.26 138.5646% 4 20-1396310 SEI COATINGS LLC $ 647,738.02 144.9080% 5 75-3124141 EAGLE PAINTING & MAINTENANCE COMPANY INC $ 684,878.76 153.2169% 6 35-1778430 SPANOS N I PAINTING INC $ 958,654.50 214.4643% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 410 -2 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 410 CONTRACT ID : SB -30275-B COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2019240 |( 2 ) 35-1602596 |( 3 ) 35-1645115 |CENTRAL PAINTING INC |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 2.000 EACH | 150.00000 300.00| 250.00000 500.00| 60.00000 120.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 18.000 MOS | 100.00000 1800.00| 150.00000 2700.00| 100.00000 1800.00 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 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 20900.00000 20900.00| 30000.00000 30000.00| 28050.00000 28050.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 619-09434 16447.500 SFT | 3.22000 52960.95| 1.82398 29999.91| 2.50000 41118.75 PAINT STEEL BRIDGE, TYPE 1 STR #1 | | | 0012 619-09434 16447.500 SFT | 3.22000 52960.95| 1.82398 29999.91| 2.50000 41118.75 PAINT STEEL BRIDGE, TYPE 1 STR #2 | | | 0013 628-09401 9.000 MOS | 250.00000 2250.00| 1120.56000 10085.04| 215.00000 1935.00 FIELD OFFICE, A | | | 0014 628-09407 9.000 MOS | 100.00000 900.00| 215.00000 1935.00| 215.00000 1935.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0015 709-51821 LUMP | 7000.00000 7000.00| 500.00000 500.00| 10000.00000 10000.00 SURFACE SEAL STR #1 | | | 0016 709-51821 LUMP | 7000.00000 7000.00| 500.00000 500.00| 10000.00000 10000.00 SURFACE SEAL STR #2 | | | 0017 801-03290 4.000 EACH | 10.00000 40.00| 250.00000 1000.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0018 801-06640 12.000 EACH | 6.67000 80.04| 150.00000 1800.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 800.25000 800.25| 12000.00000 12000.00| 12547.00000 12547.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 410 -3 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 410 CONTRACT ID : SB -30275-B COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2019240 |( 2 ) 35-1602596 |( 3 ) 35-1645115 |CENTRAL PAINTING INC |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 619-09423 16447.500 SFT | 9.12000 150001.20| 14.31000 235363.73| 14.25000 234376.88 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | #1 | | | 0021 619-09423 16447.500 SFT | 9.12000 150001.20| 14.31000 235363.73| 14.25000 234376.88 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | #2 | | | SECTION TOTALS | $ 446,999.59| $ 591,752.32| $ 619,383.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 446,999.59| $ 591,752.32| $ 619,383.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 410 -4 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 410 CONTRACT ID : SB -30275-B COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 20-1396310 |( 5 ) 75-3124141 |( 6 ) 35-1778430 |SEI COATINGS LLC |EAGLE PAINTING & MAINTENANCE |SPANOS N I PAINTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 18.000 MOS | 100.00000 1800.00| 120.00000 2160.00| 100.00000 1800.00 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 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 32000.00000 32000.00| 55000.00000 55000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 619-09434 16447.500 SFT | 6.05000 99507.38| 7.30000 120066.75| 10.10000 166119.75 PAINT STEEL BRIDGE, TYPE 1 STR #1 | | | 0012 619-09434 16447.500 SFT | 6.05000 99507.38| 7.30000 120066.75| 10.10000 166119.75 PAINT STEEL BRIDGE, TYPE 1 STR #2 | | | 0013 628-09401 9.000 MOS | 1500.00000 13500.00| 2000.00000 18000.00| 1250.00000 11250.00 FIELD OFFICE, A | | | 0014 628-09407 9.000 MOS | 500.00000 4500.00| 200.00000 1800.00| 200.00000 1800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0015 709-51821 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 13000.00000 13000.00 SURFACE SEAL STR #1 | | | 0016 709-51821 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 13000.00000 13000.00 SURFACE SEAL STR #2 | | | 0017 801-03290 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 385.00000 1540.00 CONSTRUCTION SIGN, C | | | 0018 801-06640 12.000 EACH | 80.00000 960.00| 65.00000 780.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 20000.00000 20000.00| 2000.00000 2000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/09 PAGE : 410 -5 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 410 CONTRACT ID : SB -30275-B COUNTIES : HARRISON LETTING DATE : 06/03/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 20-1396310 |( 5 ) 75-3124141 |( 6 ) 35-1778430 |SEI COATINGS LLC |EAGLE PAINTING & MAINTENANCE |SPANOS N I PAINTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 619-09423 16447.500 SFT | 11.35000 186679.13| 10.95000 180100.13| 16.00000 263160.00 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | #1 | | | 0021 619-09423 16447.500 SFT | 11.35000 186679.13| 10.95000 180100.13| 16.00000 263160.00 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | #2 | | | SECTION TOTALS | $ 647,738.02| $ 684,878.76| $ 958,654.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 647,738.02| $ 684,878.76| $ 958,654.50 ====================================================================================================================================