INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2435005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 637,497.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 742,028.45 116.3971% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 783,637.80 122.9241% 4 35-1609544 SCHUTT-LOOKABILL CO $ 786,159.91 123.3197% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 7.000 MOS | 1700.00000 11900.00| 1344.00000 9408.00| 800.00000 5600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 11760.00000 11760.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 50523.20000 50523.20| 39222.00000 39222.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 2464.00000 2464.00| 7844.00000 7844.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 408.141 m | 3.60000 1469.31| 6.60000 2693.73| 3.45000 1408.09 GUARDRAIL, REMOVE | | | 0006 202-02272 145.000 m | 6.00000 870.00| 7.84000 1136.80| 4.75000 688.75 PAVED SIDE DITCH, REMOVE | | | 0007 202-02279 114.000 m | 9.00000 1026.00| 6.72000 766.08| 7.50000 855.00 CURB AND GUTTER, REMOVE | | | 0008 202-51330 LUMP| 34000.00000 34000.00| 55000.00000 55000.00| 39200.00000 39200.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 360.000 m2 | 6.50000 2340.00| 6.72000 2419.20| 12.00000 4320.00 SURFACE MILLING, ASPHALT | | | 0010 202-90277 1.000 EACH| 400.00000 400.00| 1680.00000 1680.00| 375.00000 375.00 DETECTOR HOUSING, REMOVE | | | 0011 203-02000 5284.000 m3 | 7.00000 36988.00| 7.84000 41426.56| 11.25000 59445.00 EXCAVATION, COMMON | | | 0012 203-02070 8746.000 m3 | 7.00000 61222.00| 10.08000 88159.68| 10.00000 87460.00 BORROW | | | 0013 205-02224 417.000 m | 5.70000 2376.90| 6.05000 2522.85| 5.40000 2251.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02231 163.000 m | 42.00000 6846.00| 22.40000 3651.20| 32.00000 5216.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 211-02060 148.000 m3 | 28.00000 4144.00| 19.82000 2933.36| 40.00000 5920.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 2413.500 Mg | 16.00000 38616.00| 15.46000 37312.71| 15.75000 38012.63 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1976.300 Mg | 43.50000 85969.05| 48.72000 96285.34| 43.50000 85969.05 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1309.000 Mg | 42.50000 55632.50| 47.60000 62308.40| 42.50000 55632.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 262.530 Mg | 59.00000 15489.27| 66.08000 17347.98| 59.00000 15489.27 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 491.700 Mg | 54.00000 26551.80| 60.48000 29738.02| 54.00000 26551.80 HMA BASE 25.0 mm, SHOULDER | | | 0021 405-05518 8390.000 m2 | 0.55000 4614.50| 0.62000 5201.80| 0.55000 4614.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6627.600 m2 | 0.06000 397.66| 0.07000 463.93| 0.06000 397.66 ASPHALT FOR TACK COAT | | | 0023 407-04348 1821.300 m2 | 3.00000 5463.90| 3.36000 6119.57| 3.00000 5463.90 SEAL COAT, 2 | | | 0024 601-02206 281.940 m | 23.00000 6484.62| 26.88000 7578.55| 23.40000 6597.40 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-05071 1.000 EACH| 1625.00000 1625.00| 2016.00000 2016.00| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0026 601-94689 1.000 EACH| 3440.00000 3440.00| 3584.00000 3584.00| 3275.00000 3275.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-95203 4.000 EACH| 770.00000 3080.00| 784.00000 3136.00| 730.00000 2920.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0028 601-97774 1.000 EACH| 2300.00000 2300.00| 2464.00000 2464.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 388.620 m | 33.90000 13174.22| 33.69000 13092.61| 32.32000 12560.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-06140 100.000 m | 80.00000 8000.00| 35.84000 3584.00| 75.00000 7500.00 CURB AND GUTTER, CONCRETE | | | 0031 610-05527 18.000 Mg | 95.00000 1710.00| 106.40000 1915.20| 95.00000 1710.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 611-05330 342.400 m2 | 50.00000 17120.00| 44.80000 15339.52| 50.00000 17120.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 615-06490 5.000 EACH| 110.00000 550.00| 140.00000 700.00| 106.00000 530.00 RIGHT OF WAY MARKER | | | 0034 615-06527 1.000 EACH| 339.97000 339.97| 308.00000 308.00| 325.00000 325.00 MONUMENT, SECTION CORNER | | | 0035 616-02320 910.000 m2 | 2.00000 1820.00| 2.52000 2293.20| 2.25000 2047.50 GEOTEXTILES | | | 0036 616-03472 731.000 Mg | 25.00000 18275.00| 24.42000 17851.02| 25.00000 18275.00 RIPRAP, REVETMENT 450 mm | | | 0037 621-01004 2.000 EACH| 1100.00000 2200.00| 1176.00000 2352.00| 1050.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01743 10.000 kg | 13.10000 131.00| 14.00000 140.00| 12.50000 125.00 SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 1.000 Mg | 640.00000 640.00| 683.20000 683.20| 610.00000 610.00 FERTILIZER | | | 0040 621-06548 20.000 kg | 47.00000 940.00| 50.40000 1008.00| 45.00000 900.00 SEED MIXTURE, CV | | | 0041 621-06553 210.000 kg | 8.50000 1785.00| 9.13000 1917.30| 8.15000 1711.50 SEED MIXTURE, R | | | 0042 621-06557 25.000 kg | 13.25000 331.25| 14.11000 352.75| 12.60000 315.00 SEED MIXTURE, T | | | 0043 621-06565 4.900 Mg | 494.00000 2420.60| 526.40000 2579.36| 470.00000 2303.00 MULCHING MATERIAL | | | 0044 621-06567 25.000 kL | 0.55000 13.75| 0.56000 14.00| 0.50000 12.50 WATER | | | 0045 621-06574 615.000 m2 | 6.80000 4182.00| 7.28000 4477.20| 8.75000 5381.25 SODDING | | | 0046 622-52436 4.000 EACH| 26.30000 105.20| 28.00000 112.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 560.000 EACH| 8.50000 4760.00| 8.96000 5017.60| 8.00000 4480.00 SEEDLING | | | 0048 713-91028 LUMP| 41000.00000 41000.00| 65856.00000 65856.00| 116865.00000 116865.00 TEMPORARY RUNAROUND | | | 0049 715-05022 61.000 m | 230.00000 14030.00| 179.20000 10931.20| 170.00000 10370.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0050 715-05119 30.000 m | 125.00000 3750.00| 56.00000 1680.00| 80.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0051 715-05168 4.000 m | 165.00000 660.00| 67.20000 268.80| 170.00000 680.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05169 48.000 m | 90.00000 4320.00| 50.40000 2419.20| 90.00000 4320.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05842 2.000 EACH| 970.00000 1940.00| 448.00000 896.00| 1220.00000 2440.00 CONCRETE ANCHOR, 1050 mm | | | 0054 715-46000 1.000 EACH| 375.00000 375.00| 239.68000 239.68| 200.00000 200.00 PIPE END SECTION, 300 mm | | | 0055 715-46005 6.000 EACH| 375.00000 2250.00| 234.08000 1404.48| 205.00000 1230.00 PIPE END SECTION, 375 mm | | | 0056 720-45045 1.000 EACH| 1750.00000 1750.00| 1265.60000 1265.60| 1550.00000 1550.00 INLET, J10 | | | 0057 801-04308 2.000 EACH| 100.00000 200.00| 108.64000 217.28| 120.00000 240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06196 2.000 EACH| 205.00000 410.00| 218.40000 436.80| 140.00000 280.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0059 801-06203 533.000 m | 0.50000 266.50| 1.12000 596.96| 0.60000 319.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 2533.000 m | 3.00000 7599.00| 3.25000 8232.25| 3.40000 8612.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 8.000 EACH| 52.00000 416.00| 56.00000 448.00| 65.00000 520.00 BARRICADE, IIIA | | | 0062 801-06606 8.000 EACH| 52.00000 416.00| 56.00000 448.00| 80.00000 640.00 BARRICADE, IIIB | | | 0063 801-06625 26.000 EACH| 60.00000 1560.00| 63.84000 1659.84| 100.00000 2600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 28.000 EACH| 72.00000 2016.00| 80.64000 2257.92| 80.00000 2240.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 13.000 EACH| 35.00000 455.00| 39.20000 509.60| 40.00000 520.00 CONSTRUCTION SIGN, B | | | 0066 801-06649 27.000 EACH| 8.50000 229.50| 9.52000 257.04| 12.50000 337.50 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-06775 LUMP| 8000.00000 8000.00| 11200.00000 11200.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0068 802-05701 60.000 m | 50.00000 3000.00| 39.20000 2352.00| 48.00000 2880.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 804-06770 2.000 EACH| 19.00000 38.00| 56.00000 112.00| 18.00000 36.00 DELINEATOR POST | | | 0070 805-01843 1.000 EACH| 295.00000 295.00| 280.00000 280.00| 300.00000 300.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78470 40.000 m | 3.20000 128.00| 1.68000 67.20| 3.25000 130.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-78785 1.000 EACH| 614.00000 614.00| 952.00000 952.00| 645.00000 645.00 SIGNAL DETECTOR HOUSING | | | 0073 805-78795 11.000 m | 72.00000 792.00| 72.80000 800.80| 70.00000 770.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 808-06712 45.000 m | 0.58000 26.10| 0.60000 27.00| 1.00000 45.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0075 808-06713 795.000 m | 0.58000 461.10| 0.60000 477.00| 0.50000 397.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 785.000 m | 0.58000 455.30| 0.60000 471.00| 0.50000 392.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-75998 26.000 EACH| 50.00000 1300.00| 54.88000 1426.88| 42.00000 1092.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 637,497.00| $ 742,028.45| $ 783,637.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 637,497.00| $ 742,028.45| $ 783,637.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 7.000 MOS | 1265.76000 8860.32| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14229.85000 14229.85| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39300.00000 39300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7514.35000 7514.35| | CLEARING RIGHT OF WAY | | | 0005 202-02241 408.141 m | 6.06000 2473.33| | GUARDRAIL, REMOVE | | | 0006 202-02272 145.000 m | 4.77000 691.65| | PAVED SIDE DITCH, REMOVE | | | 0007 202-02279 114.000 m | 9.51000 1084.14| | CURB AND GUTTER, REMOVE | | | 0008 202-51330 LUMP| 96003.57000 96003.57| | PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 360.000 m2 | 10.58000 3808.80| | SURFACE MILLING, ASPHALT | | | 0010 202-90277 1.000 EACH| 139.83000 139.83| | DETECTOR HOUSING, REMOVE | | | 0011 203-02000 5284.000 m3 | 8.99000 47503.16| | EXCAVATION, COMMON | | | 0012 203-02070 8746.000 m3 | 6.96000 60872.16| | BORROW | | | 0013 205-02224 417.000 m | 14.03000 5850.51| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 163.000 m | 35.00000 5705.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 211-02060 148.000 m3 | 31.19000 4616.12| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 2413.500 Mg | 16.69000 40281.32| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1976.300 Mg | 46.94000 92767.52| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1309.000 Mg | 45.86000 60030.74| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 262.530 Mg | 63.66000 16712.66| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 491.700 Mg | 58.27000 28651.36| | HMA BASE 25.0 mm, SHOULDER | | | 0021 405-05518 8390.000 m2 | 0.59000 4950.10| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 6627.600 m2 | 0.06000 397.66| | ASPHALT FOR TACK COAT | | | 0023 407-04348 1821.300 m2 | 3.24000 5901.01| | SEAL COAT, 2 | | | 0024 601-02206 281.940 m | 25.63000 7226.12| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-05071 1.000 EACH| 1704.82000 1704.82| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0026 601-94689 1.000 EACH| 3366.48000 3366.48| | GUARDRAIL END TREATMENT, OS | | | 0027 601-95203 4.000 EACH| 631.22000 2524.88| | GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0028 601-97774 1.000 EACH| 2184.98000 2184.98| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 388.620 m | 35.61000 13838.76| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-06140 100.000 m | 65.44000 6544.00| | CURB AND GUTTER, CONCRETE | | | 0031 610-05527 18.000 Mg | 102.51000 1845.18| | HMA FOR APPROACHES | | | 0032 611-05330 342.400 m2 | 35.57000 12179.17| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 615-06490 5.000 EACH| 111.14000 555.70| | RIGHT OF WAY MARKER | | | 0034 615-06527 1.000 EACH| 367.42000 367.42| | MONUMENT, SECTION CORNER | | | 0035 616-02320 910.000 m2 | 2.79000 2538.90| | GEOTEXTILES | | | 0036 616-03472 731.000 Mg | 26.63000 19466.53| | RIPRAP, REVETMENT 450 mm | | | 0037 621-01004 2.000 EACH| 1132.95000 2265.90| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 10.000 kg | 13.49000 134.90| | SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 1.000 Mg | 658.19000 658.19| | FERTILIZER | | | 0040 621-06548 20.000 kg | 48.56000 971.20| | SEED MIXTURE, CV | | | 0041 621-06553 210.000 kg | 8.79000 1845.90| | SEED MIXTURE, R | | | 0042 621-06557 25.000 kg | 13.60000 340.00| | SEED MIXTURE, T | | | 0043 621-06565 4.900 Mg | 507.13000 2484.94| | MULCHING MATERIAL | | | 0044 621-06567 25.000 kL | 0.54000 13.50| | WATER | | | 0045 621-06574 615.000 m2 | 7.01000 4311.15| | SODDING | | | 0046 622-52436 4.000 EACH| 26.98000 107.92| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 560.000 EACH| 8.63000 4832.80| | SEEDLING | | | 0048 713-91028 LUMP| 83659.06000 83659.06| | TEMPORARY RUNAROUND | | | 0049 715-05022 61.000 m | 156.09000 9521.49| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0050 715-05119 30.000 m | 66.49000 1994.70| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0051 715-05168 4.000 m | 92.36000 369.44| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0052 715-05169 48.000 m | 73.58000 3531.84| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05842 2.000 EACH| 549.72000 1099.44| | CONCRETE ANCHOR, 1050 mm | | | 0054 715-46000 1.000 EACH| 233.90000 233.90| | PIPE END SECTION, 300 mm | | | 0055 715-46005 6.000 EACH| 289.67000 1738.02| | PIPE END SECTION, 375 mm | | | 0056 720-45045 1.000 EACH| 1098.09000 1098.09| | INLET, J10 | | | 0057 801-04308 2.000 EACH| 107.90000 215.80| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06196 2.000 EACH| 134.88000 269.76| | DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 500 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,651.41 ROUTE : SR 1 CALL ORDER : 500 CONTRACT ID : B -24007-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06203 533.000 m | 0.54000 287.82| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 2533.000 m | 3.24000 8206.92| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 8.000 EACH| 64.74000 517.92| | BARRICADE, IIIA | | | 0062 801-06606 8.000 EACH| 75.53000 604.24| | BARRICADE, IIIB | | | 0063 801-06625 26.000 EACH| 91.72000 2384.72| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 28.000 EACH| 75.53000 2114.84| | CONSTRUCTION SIGN, A | | | 0065 801-06645 13.000 EACH| 37.77000 491.01| | CONSTRUCTION SIGN, B | | | 0066 801-06649 27.000 EACH| 11.87000 320.49| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-06775 LUMP| 20559.77000 20559.77| | MAINTAINING TRAFFIC | | | 0068 802-05701 60.000 m | 37.77000 2266.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 804-06770 2.000 EACH| 53.95000 107.90| | DELINEATOR POST | | | 0070 805-01843 1.000 EACH| 269.75000 269.75| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0071 805-78470 40.000 m | 1.62000 64.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-78785 1.000 EACH| 917.15000 917.15| | SIGNAL DETECTOR HOUSING | | | 0073 805-78795 11.000 m | 70.14000 771.54| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 808-06712 45.000 m | 1.08000 48.60| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0075 808-06713 795.000 m | 0.49000 389.55| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 785.000 m | 0.49000 384.65| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-75998 26.000 EACH| 41.00000 1066.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 786,159.91| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 786,159.91| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0656059 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,815,612.57 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,920,801.61 103.7359% 3 36-2231526 WALSH CONSTR CO OF ILL $ 2,977,590.20 105.7528% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,982,287.23 105.9196% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 3,105,917.55 110.3105% 6 35-1212938 ATLAS EXCAVATING, INC. $ 3,117,515.14 110.7224% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 20.000 MOS | 1985.93000 39718.60| 1800.00000 36000.00| 100.00000 2000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 42999.61000 42999.61| 24000.00000 24000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 140780.63000 140780.63| 145000.00000 145000.00| 148000.00000 148000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 7872.000 m2 | 8.14000 64078.08| 6.00000 47232.00| 4.73000 37234.56 PAVEMENT, REMOVE | | | 0005 202-02241 796.000 m | 5.10000 4059.60| 5.00000 3980.00| 4.10000 3263.60 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 134973.83000 134973.83| 92150.00000 92150.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 139.000 m2 | 19.38000 2693.82| 50.00000 6950.00| 29.18000 4056.02 SLOPEWALL, REMOVE | | | 0008 202-60820 672.000 m2 | 3.15000 2116.80| 7.70000 5174.40| 0.85000 571.20 SURFACE MILLING, ASPHALT | | | 0009 202-91385 3.000 EACH| 548.28000 1644.84| 1200.00000 3600.00| 220.00000 660.00 INLET, REMOVE | | | 0010 203-02000 1983.000 m3 | 18.41000 36507.03| 45.00000 89235.00| 55.00000 109065.00 EXCAVATION, COMMON | | | 0011 203-02070 1695.000 m3 | 18.41000 31204.95| 20.00000 33900.00| 2.00000 3390.00 BORROW | | | 0012 205-02224 1076.000 m | 5.36000 5767.36| 6.00000 6456.00| 5.25000 5649.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 3.000 EACH| 61.20000 183.60| 65.00000 195.00| 60.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 37.000 m3 | 33.88000 1253.56| 35.00000 1295.00| 35.71000 1321.27 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 196.000 m3 | 46.92000 9196.32| 45.00000 8820.00| 36.61000 7175.56 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 228.000 Mg | 26.52000 6046.56| 28.00000 6384.00| 25.44000 5800.32 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 2467.000 Mg | 12.25000 30220.75| 12.00000 29604.00| 16.29000 40187.43 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 304-06464 5225.000 m3 | 0.10000 522.50| 31.00000 161975.00| 19.68000 102828.00 SUBBASE FOR PCCP | | | 0019 310-04013 29.200 m2 | 120.00000 3504.00| 200.00000 5840.00| 82.71000 2415.13 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0020 402-05495 12.000 Mg | 46.41000 556.92| 327.00000 3924.00| 48.00000 576.00 HMA WEDGE AND LEVEL | | | 0021 402-05495 12.000 Mg | 46.41000 556.92| 327.00000 3924.00| 48.00000 576.00 HMA WEDGE AND LEVEL , SHOULDER | | | 0022 404-05511 186.000 m2 | 5.87000 1091.82| 22.00000 4092.00| 6.00000 1116.00 SEAL COAT, 2 | | | 0023 406-05520 5.400 Mg | 265.20000 1432.08| 308.00000 1663.20| 270.00000 1458.00 ASPHALT FOR TACK COAT | | | 0024 501-05240 1368.000 m | 24.43000 33420.24| 17.00000 23256.00| 25.93000 35472.24 CONTRACTION JOINT, D1 | | | 0025 501-05310 48.000 m | 382.45000 18357.60| 350.00000 16800.00| 375.41000 18019.68 TERMINAL JOINT | | | 0026 501-06266 LUMP| 2056.13000 2056.13| 2500.00000 2500.00| 2000.00000 2000.00 PROFILOGRAPH, PCCP | | | 0027 502-06331 12442.000 m2 | 50.09000 623219.78| 49.00000 609658.00| 42.43000 527914.06 PCCP, 350 mm | | | 0028 503-03489 96.000 EACH| 12.50000 1200.00| 14.00000 1344.00| 8.00000 768.00 RETROFITTED TIE BARS | | | 0029 506-06333 29.200 m2 | 120.00000 3504.00| 200.00000 5840.00| 200.00000 5840.00 PCCP PATCHING, FULL DEPTH | | | 0030 601-01522 4.000 EACH| 1224.00000 4896.00| 1200.00000 4800.00| 1130.00000 4520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-02205 2.000 EACH| 1071.00000 2142.00| 975.00000 1950.00| 900.00000 1800.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0032 601-02206 114.300 m | 30.09000 3439.29| 37.75000 4314.83| 34.70000 3966.21 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-04746 1.000 EACH| 6732.00000 6732.00| 10750.00000 10750.00| 9900.00000 9900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-06246 2.000 EACH| 30906.00000 61812.00| 33000.00000 66000.00| 30600.00000 61200.00 IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0035 601-94689 2.000 EACH| 3366.00000 6732.00| 3400.00000 6800.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 2.000 EACH| 3366.00000 6732.00| 3400.00000 6800.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-97080 2.000 EACH| 3111.00000 6222.00| 2000.00000 4000.00| 1800.00000 3600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 198.120 m | 33.66000 6668.72| 34.00000 6736.08| 31.60000 6260.59 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 167.640 m | 49.98000 8378.65| 50.00000 8382.00| 45.70000 7661.15 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 602-06646 1659.000 m | 68.26000 113243.34| 49.00000 81291.00| 49.50000 82120.50 TEMPORARY CONCRETE BARRIER | | | 0041 602-06729 20.000 EACH| 6.63000 132.60| 9.00000 180.00| 5.98000 119.60 BARRIER DELINEATOR | | | 0042 610-05527 7995.000 Mg | 36.31000 290298.45| 43.90000 350980.50| 40.00000 319800.00 HMA FOR APPROACHES | | | 0043 610-06262 468.000 m2 | 69.36000 32460.48| 55.00000 25740.00| 67.94000 31795.92 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0044 611-52817 2.000 EACH| 42066.00000 84132.00| 35000.00000 70000.00| 45000.00000 90000.00 TEMPORARY CROSSOVER, B | | | 0045 616-02320 348.000 m2 | 2.55000 887.40| 4.00000 1392.00| 1.24000 431.52 GEOTEXTILES | | | 0046 616-51367 163.000 m2 | 55.08000 8978.04| 109.00000 17767.00| 76.00000 12388.00 SLOPEWALL, CONCRETE, 100 mm | | | 0047 619-05926 LUMP| 2346.00000 2346.00| 4300.00000 4300.00| 4060.00000 4060.00 ENVIRONMENTAL CONTROL | | | 0048 619-51859 LUMP| 19257.60000 19257.60| 28420.00000 28420.00| 28420.00000 28420.00 PAINT STEEL BRIDGE | | | 0049 619-61000 LUMP| 50551.20000 50551.20| 35000.00000 35000.00| 35540.00000 35540.00 CLEAN STEEL BRIDGE | | | 0050 621-01004 2.000 EACH| 459.00000 918.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 1.200 Mg | 535.50000 642.60| 525.00000 630.00| 525.00000 630.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06548 7.000 kg | 56.10000 392.70| 60.00000 420.00| 55.00000 385.00 SEED MIXTURE, CV | | | 0053 621-06553 247.000 kg | 7.24000 1788.28| 7.10000 1753.70| 7.10000 1753.70 SEED MIXTURE, R | | | 0054 621-06557 117.000 kg | 12.85000 1503.45| 13.00000 1521.00| 12.60000 1474.20 SEED MIXTURE, T | | | 0055 621-06565 5.900 Mg | 408.00000 2407.20| 435.00000 2566.50| 400.00000 2360.00 MULCHING MATERIAL | | | 0056 621-06574 5229.000 m2 | 3.47000 18144.63| 3.50000 18301.50| 3.12000 16314.48 SODDING | | | 0057 701-03753 360.000 m | 107.10000 38556.00| 100.00000 36000.00| 148.48000 53452.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0058 702-51005 210.500 m3 | 432.48000 91037.04| 460.00000 96830.00| 550.00000 115775.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51100 280.000 kg | 6.74000 1887.20| 14.00000 3920.00| 6.12000 1713.60 DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51863 56.000 EACH| 8.16000 456.96| 17.00000 952.00| 10.79000 604.24 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51032 72995.000 kg | 1.40000 102193.00| 1.13000 82484.35| 1.06000 77374.70 REINFORCING STEEL, EPOXY COATED | | | 0062 703-97703 232.000 EACH| 14.28000 3312.96| 13.00000 3016.00| 17.74000 4115.68 THREADED BAR SPLICE, EPOXY COATED | | | 0063 704-51002 336.800 m3 | 537.54000 181043.47| 515.00000 173452.00| 600.00000 202080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05734 8.000 EACH| 1428.00000 11424.00| 1320.00000 10560.00| 2000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0065 706-51020 58.400 m3 | 449.22000 26234.45| 400.00000 23360.00| 420.00000 24528.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 9894.00000 9894.00| 8140.00000 8140.00| 9520.00000 9520.00 SURFACE SEAL | | | 0067 710-51864 90.000 EACH| 6.12000 550.80| 80.00000 7200.00| 18.00000 1620.00 FIELD DRILLED HOLE | | | 0068 711-51038 LUMP| 68384.80000 68384.80| 42950.00000 42950.00| 74000.00000 74000.00 STRUCTURAL STEEL | | | 0069 711-51070 56.000 EACH| 56.10000 3141.60| 61.00000 3416.00| 26.42000 1479.52 ANCHOR PLATE, AP 1 | | | 0070 711-51075 14.000 EACH| 58.14000 813.96| 65.00000 910.00| 42.53000 595.42 ANCHOR PLATE, AP2 | | | 0071 711-51877 LUMP| 44476.00000 44476.00| 30000.00000 30000.00| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05048 2077.600 m | 7.45000 15478.12| 7.00000 14543.20| 7.27000 15104.15 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05053 178.000 m | 25.50000 4539.00| 29.00000 5162.00| 12.00000 2136.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0074 715-05149 15.000 m | 104.55000 1568.25| 100.00000 1500.00| 81.46000 1221.90 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05407 84.000 m | 26.78000 2249.52| 28.00000 2352.00| 20.32000 1706.88 PIPE, END BENT DRAIN, 150 mm | | | 0076 718-06528 10.000 EACH| 561.00000 5610.00| 620.00000 6200.00| 450.00000 4500.00 OUTLET PROTECTOR, 1 | | | 0077 718-06532 1000.000 m | 2.55000 2550.00| 3.00000 3000.00| 0.75000 750.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 584.000 m3 | 27.74000 16200.16| 32.00000 18688.00| 23.51000 13729.84 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 4148.000 m2 | 1.33000 5516.84| 1.40000 5807.20| 1.57000 6512.36 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-45070 3.000 EACH| 1545.75000 4637.25| 1600.00000 4800.00| 1591.60000 4774.80 INLET, P12A | | | 0081 726-95870 28.000 EACH| 160.14000 4483.92| 300.00000 8400.00| 150.00000 4200.00 BEARING ASSEMBLY | | | 0082 801-06207 12236.000 m | 3.01000 36830.36| 3.20000 39155.20| 2.95000 36096.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06469 1480.000 m | 5.46000 8080.80| 5.80000 8584.00| 5.35000 7918.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0084 801-06605 6.000 EACH| 142.80000 856.80| 150.00000 900.00| 125.00000 750.00 BARRICADE, IIIA | | | 0085 801-06606 4.000 EACH| 198.90000 795.60| 210.00000 840.00| 200.00000 800.00 BARRICADE, IIIB | | | 0086 801-06640 30.000 EACH| 178.50000 5355.00| 190.00000 5700.00| 150.00000 4500.00 CONSTRUCTION SIGN, A | | | 0087 801-06645 10.000 EACH| 51.00000 510.00| 55.00000 550.00| 50.00000 500.00 CONSTRUCTION SIGN, B | | | 0088 801-06710 1200.000 DAY | 14.28000 17136.00| 15.00000 18000.00| 2.00000 2400.00 FLASHING ARROW SIGN | | | 0089 801-09133 2.000 EACH| 11220.00000 22440.00| 12000.00000 24000.00| 11000.00000 22000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0090 802-76015 12.300 m2 | 178.50000 2195.55| 190.00000 2337.00| 175.00000 2152.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0091 802-76025 0.800 m2 | 142.80000 114.24| 150.00000 120.00| 140.00000 112.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 802-96800 1120.000 EACH| 4.34000 4860.80| 3.50000 3920.00| 1.80000 2016.00 SHEAR STUD CONNECTOR | | | 0093 803-02310 448.000 kg | 4.50000 2016.00| 4.50000 2016.00| 4.41000 1975.68 REINFORCING STEEL, SIGN FOUNDATION | | | 0094 803-06031 5.200 m3 | 510.00000 2652.00| 500.00000 2600.00| 500.00000 2600.00 SIGN FOUNDATIONS, CONCRETE | | | 0095 803-76140 1.000 EACH| 11628.00000 11628.00| 11500.00000 11500.00| 11400.00000 11400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0096 803-76175 3.700 m | 418.20000 1547.34| 410.00000 1517.00| 410.00000 1517.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0097 803-91084 1.000 EACH| 1020.00000 1020.00| 1000.00000 1000.00| 1000.00000 1000.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0098 805-01652 37.000 m | 5.02000 185.74| 5.00000 185.00| 4.92000 182.04 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0099 805-86930 2.000 EACH| 15.30000 30.60| 15.00000 30.00| 15.00000 30.00 INSULATING LINK, NOT WATERPROOFED | | | 0100 807-02108 2.000 EACH| 408.00000 816.00| 400.00000 800.00| 400.00000 800.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0101 807-82016 1.000 EACH| 357.00000 357.00| 350.00000 350.00| 350.00000 350.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0102 807-86915 1.000 EACH| 28.56000 28.56| 30.00000 30.00| 28.00000 28.00 CONNECTOR KIT, FUSED | | | 0103 807-86950 1.000 EACH| 51.00000 51.00| 50.00000 50.00| 50.00000 50.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 808-06713 1170.000 m | 0.19000 222.30| 0.20000 234.00| 0.45000 526.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0105 808-06714 4396.000 m | 0.19000 835.24| 0.20000 879.20| 0.45000 1978.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0106 808-06716 2847.000 m | 0.97000 2761.59| 1.00000 2847.00| 0.51000 1451.97 LINE, REMOVE | | | 0107 808-75001 443.000 m | 0.24000 106.32| 0.25000 110.75| 0.84000 372.12 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0108 808-75998 48.000 EACH| 39.78000 1909.44| 40.00000 1920.00| 56.81000 2726.88 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 36-2231526 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75996 8.000 EACH| 12.00000 96.00| 40.00000 320.00| 20.48000 163.84 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0112 801-03290 4.000 EACH| 229.50000 918.00| 230.00000 920.00| 225.00000 900.00 CONSTRUCTION SIGN, C | | | 0113 501-06320 518.000 m | 4.59000 2377.62| 8.00000 4144.00| 4.50000 2331.00 MILLED PCCP CORRUGATIONS | | | 0114 702-51110 584.000 kg | 4.85000 2832.40| 8.00000 4672.00| 5.66000 3305.44 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0115 715-05119 80.000 m | 45.34000 3627.20| 60.00000 4800.00| 27.65000 2212.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0116 715-05118 80.000 m | 45.34000 3627.20| 58.00000 4640.00| 27.65000 2212.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0117 801-06775 LUMP| 45846.01000 45846.01| 35000.00000 35000.00| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,815,612.57| $ 2,920,801.61| $ 2,977,590.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,815,612.57| $ 2,920,801.61| $ 2,977,590.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 20.000 MOS | 1580.90000 31618.00| 1500.00000 30000.00| 750.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 149035.00000 149035.00| 150000.00000 150000.00| 154000.00000 154000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 7872.000 m2 | 5.75000 45264.00| 8.00000 62976.00| 6.50000 51168.00 PAVEMENT, REMOVE | | | 0005 202-02241 796.000 m | 4.60000 3661.60| 4.00000 3184.00| 4.30000 3422.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 170000.00000 170000.00| 215000.00000 215000.00| 314000.00000 314000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 139.000 m2 | 31.50000 4378.50| 20.00000 2780.00| 28.00000 3892.00 SLOPEWALL, REMOVE | | | 0008 202-60820 672.000 m2 | 6.65000 4468.80| 3.25000 2184.00| 5.20000 3494.40 SURFACE MILLING, ASPHALT | | | 0009 202-91385 3.000 EACH| 275.00000 825.00| 500.00000 1500.00| 500.00000 1500.00 INLET, REMOVE | | | 0010 203-02000 1983.000 m3 | 15.00000 29745.00| 10.00000 19830.00| 16.00000 31728.00 EXCAVATION, COMMON | | | 0011 203-02070 1695.000 m3 | 5.85000 9915.75| 12.00000 20340.00| 16.00000 27120.00 BORROW | | | 0012 205-02224 1076.000 m | 5.70000 6133.20| 6.00000 6456.00| 5.50000 5918.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02236 3.000 EACH| 65.00000 195.00| 125.00000 375.00| 95.00000 285.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 37.000 m3 | 30.00000 1110.00| 70.00000 2590.00| 31.00000 1147.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 196.000 m3 | 42.00000 8232.00| 29.00000 5684.00| 52.00000 10192.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 228.000 Mg | 27.65000 6304.20| 19.00000 4332.00| 19.50000 4446.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 2467.000 Mg | 12.90000 31824.30| 18.00000 44406.00| 16.50000 40705.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 304-06464 5225.000 m3 | 0.05000 261.25| 25.50000 133237.50| 38.00000 198550.00 SUBBASE FOR PCCP | | | 0019 310-04013 29.200 m2 | 125.00000 3650.00| 200.00000 5840.00| 175.00000 5110.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05495 12.000 Mg | 45.50000 546.00| 90.00000 1080.00| 50.50000 606.00 HMA WEDGE AND LEVEL | | | 0021 402-05495 12.000 Mg | 45.50000 546.00| 90.00000 1080.00| 50.50000 606.00 HMA WEDGE AND LEVEL , SHOULDER | | | 0022 404-05511 186.000 m2 | 5.75000 1069.50| 7.00000 1302.00| 6.10000 1134.60 SEAL COAT, 2 | | | 0023 406-05520 5.400 Mg | 260.00000 1404.00| 350.00000 1890.00| 270.00000 1458.00 ASPHALT FOR TACK COAT | | | 0024 501-05240 1368.000 m | 27.50000 37620.00| 22.00000 30096.00| 29.00000 39672.00 CONTRACTION JOINT, D1 | | | 0025 501-05310 48.000 m | 365.00000 17520.00| 175.00000 8400.00| 305.00000 14640.00 TERMINAL JOINT | | | 0026 501-06266 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 7500.00000 7500.00 PROFILOGRAPH, PCCP | | | 0027 502-06331 12442.000 m2 | 61.85000 769537.70| 51.00000 634542.00| 43.50000 541227.00 PCCP, 350 mm | | | 0028 503-03489 96.000 EACH| 12.10000 1161.60| 15.00000 1440.00| 27.00000 2592.00 RETROFITTED TIE BARS | | | 0029 506-06333 29.200 m2 | 125.00000 3650.00| 200.00000 5840.00| 175.00000 5110.00 PCCP PATCHING, FULL DEPTH | | | 0030 601-01522 4.000 EACH| 1225.00000 4900.00| 1500.00000 6000.00| 1230.00000 4920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-02205 2.000 EACH| 975.00000 1950.00| 1100.00000 2200.00| 950.00000 1900.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0032 601-02206 114.300 m | 37.65000 4303.40| 46.00000 5257.80| 36.00000 4114.80 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0033 601-04746 1.000 EACH| 10725.00000 10725.00| 11200.00000 11200.00| 10500.00000 10500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-06246 2.000 EACH| 33160.00000 66320.00| 33000.00000 66000.00| 32000.00000 64000.00 IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0035 601-94689 2.000 EACH| 3965.00000 7930.00| 3500.00000 7000.00| 3350.00000 6700.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 2.000 EACH| 3965.00000 7930.00| 3500.00000 7000.00| 3350.00000 6700.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-97080 2.000 EACH| 1955.00000 3910.00| 2200.00000 4400.00| 1900.00000 3800.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 198.120 m | 34.25000 6785.61| 36.00000 7132.32| 33.00000 6537.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 167.640 m | 49.55000 8306.56| 52.00000 8717.28| 47.00000 7879.08 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 602-06646 1659.000 m | 75.00000 124425.00| 82.00000 136038.00| 90.00000 149310.00 TEMPORARY CONCRETE BARRIER | | | 0041 602-06729 20.000 EACH| 8.95000 179.00| 10.00000 200.00| 8.50000 170.00 BARRIER DELINEATOR | | | 0042 610-05527 7995.000 Mg | 35.60000 284622.00| 40.00000 319800.00| 39.00000 311805.00 HMA FOR APPROACHES | | | 0043 610-06262 468.000 m2 | 63.00000 29484.00| 65.00000 30420.00| 61.00000 28548.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0044 611-52817 2.000 EACH| 35000.00000 70000.00| 33000.00000 66000.00| 40000.00000 80000.00 TEMPORARY CROSSOVER, B | | | 0045 616-02320 348.000 m2 | 5.70000 1983.60| 6.00000 2088.00| 3.40000 1183.20 GEOTEXTILES | | | 0046 616-51367 163.000 m2 | 73.50000 11980.50| 34.00000 5542.00| 35.00000 5705.00 SLOPEWALL, CONCRETE, 100 mm | | | 0047 619-05926 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL | | | 0048 619-51859 LUMP| 33000.00000 33000.00| 33000.00000 33000.00| 22500.00000 22500.00 PAINT STEEL BRIDGE | | | 0049 619-61000 LUMP| 41000.00000 41000.00| 42000.00000 42000.00| 47500.00000 47500.00 CLEAN STEEL BRIDGE | | | 0050 621-01004 2.000 EACH| 490.00000 980.00| 800.00000 1600.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 1.200 Mg | 570.00000 684.00| 500.00000 600.00| 550.00000 660.00 FERTILIZER | | | 0052 621-06548 7.000 kg | 59.70000 417.90| 60.00000 420.00| 57.00000 399.00 SEED MIXTURE, CV | | | 0053 621-06553 247.000 kg | 7.70000 1901.90| 7.50000 1852.50| 7.50000 1852.50 SEED MIXTURE, R | | | 0054 621-06557 117.000 kg | 13.70000 1602.90| 15.00000 1755.00| 13.20000 1544.40 SEED MIXTURE, T | | | 0055 621-06565 5.900 Mg | 435.00000 2566.50| 600.00000 3540.00| 425.00000 2507.50 MULCHING MATERIAL | | | 0056 621-06574 5229.000 m2 | 3.40000 17778.60| 5.00000 26145.00| 3.30000 17255.70 SODDING | | | 0057 701-03753 360.000 m | 102.90000 37044.00| 98.00000 35280.00| 125.00000 45000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0058 702-51005 210.500 m3 | 548.10000 115375.05| 490.00000 103145.00| 350.00000 73675.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-51100 280.000 kg | 9.25000 2590.00| 6.75000 1890.00| 2.60000 728.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51863 56.000 EACH| 10.50000 588.00| 8.00000 448.00| 14.00000 784.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51032 72995.000 kg | 1.45000 105842.75| 1.08000 78834.60| 1.25000 91243.75 REINFORCING STEEL, EPOXY COATED | | | 0062 703-97703 232.000 EACH| 17.85000 4141.20| 15.00000 3480.00| 14.00000 3248.00 THREADED BAR SPLICE, EPOXY COATED | | | 0063 704-51002 336.800 m3 | 450.00000 151560.00| 525.00000 176820.00| 360.00000 121248.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05734 8.000 EACH| 1575.00000 12600.00| 1575.00000 12600.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0065 706-51020 58.400 m3 | 535.30000 31261.52| 550.00000 32120.00| 300.00000 17520.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 10000.00000 10000.00 SURFACE SEAL | | | 0067 710-51864 90.000 EACH| 23.10000 2079.00| 10.00000 900.00| 10.00000 900.00 FIELD DRILLED HOLE | | | 0068 711-51038 LUMP| 52000.00000 52000.00| 33000.00000 33000.00| 75000.00000 75000.00 STRUCTURAL STEEL | | | 0069 711-51070 56.000 EACH| 31.50000 1764.00| 50.00000 2800.00| 62.00000 3472.00 ANCHOR PLATE, AP 1 | | | 0070 711-51075 14.000 EACH| 31.50000 441.00| 50.00000 700.00| 62.00000 868.00 ANCHOR PLATE, AP2 | | | 0071 711-51877 LUMP| 36750.00000 36750.00| 30000.00000 30000.00| 30000.00000 30000.00 JACKING AND SUPPORTING BEAMS | | | 0072 715-05048 2077.600 m | 7.90000 16413.04| 4.50000 9349.20| 7.00000 14543.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05053 178.000 m | 27.10000 4823.80| 39.00000 6942.00| 28.00000 4984.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0074 715-05149 15.000 m | 153.00000 2295.00| 50.00000 750.00| 115.00000 1725.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05407 84.000 m | 34.65000 2910.60| 42.00000 3528.00| 23.00000 1932.00 PIPE, END BENT DRAIN, 150 mm | | | 0076 718-06528 10.000 EACH| 595.00000 5950.00| 700.00000 7000.00| 600.00000 6000.00 OUTLET PROTECTOR, 1 | | | 0077 718-06532 1000.000 m | 2.70000 2700.00| 2.50000 2500.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 584.000 m3 | 29.50000 17228.00| 35.00000 20440.00| 32.00000 18688.00 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 4148.000 m2 | 1.40000 5807.20| 3.90000 16177.20| 1.40000 5807.20 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 720-45070 3.000 EACH| 1395.00000 4185.00| 2200.00000 6600.00| 1000.00000 3000.00 INLET, P12A | | | 0081 726-95870 28.000 EACH| 420.00000 11760.00| 450.00000 12600.00| 300.00000 8400.00 BEARING ASSEMBLY | | | 0082 801-06207 12236.000 m | 3.15000 38543.40| 3.85000 47108.60| 3.15000 38543.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06469 1480.000 m | 5.75000 8510.00| 7.50000 11100.00| 5.60000 8288.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0084 801-06605 6.000 EACH| 151.75000 910.50| 300.00000 1800.00| 150.00000 900.00 BARRICADE, IIIA | | | 0085 801-06606 4.000 EACH| 211.35000 845.40| 325.00000 1300.00| 210.00000 840.00 BARRICADE, IIIB | | | 0086 801-06640 30.000 EACH| 189.65000 5689.50| 190.00000 5700.00| 185.00000 5550.00 CONSTRUCTION SIGN, A | | | 0087 801-06645 10.000 EACH| 54.20000 542.00| 60.00000 600.00| 52.00000 520.00 CONSTRUCTION SIGN, B | | | 0088 801-06710 1200.000 DAY | 15.15000 18180.00| 23.00000 27600.00| 15.00000 18000.00 FLASHING ARROW SIGN | | | 0089 801-09133 2.000 EACH| 12000.00000 24000.00| 18000.00000 36000.00| 11600.00000 23200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0090 802-76015 12.300 m2 | 189.65000 2332.70| 200.00000 2460.00| 185.00000 2275.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0091 802-76025 0.800 m2 | 151.75000 121.40| 170.00000 136.00| 150.00000 120.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0092 802-96800 1120.000 EACH| 8.15000 9128.00| 3.50000 3920.00| 2.75000 3080.00 SHEAR STUD CONNECTOR | | | 0093 803-02310 448.000 kg | 4.75000 2128.00| 2.50000 1120.00| 4.60000 2060.80 REINFORCING STEEL, SIGN FOUNDATION | | | 0094 803-06031 5.200 m3 | 541.85000 2817.62| 1300.00000 6760.00| 520.00000 2704.00 SIGN FOUNDATIONS, CONCRETE | | | 0095 803-76140 1.000 EACH| 12355.00000 12355.00| 14000.00000 14000.00| 12000.00000 12000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0096 803-76175 3.700 m | 444.25000 1643.73| 560.00000 2072.00| 425.00000 1572.50 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0097 803-91084 1.000 EACH| 1085.00000 1085.00| 1200.00000 1200.00| 1080.00000 1080.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 805-01652 37.000 m | 5.35000 197.95| 10.00000 370.00| 5.20000 192.40 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0099 805-86930 2.000 EACH| 16.25000 32.50| 25.00000 50.00| 15.80000 31.60 INSULATING LINK, NOT WATERPROOFED | | | 0100 807-02108 2.000 EACH| 435.00000 870.00| 600.00000 1200.00| 425.00000 850.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0101 807-82016 1.000 EACH| 380.00000 380.00| 500.00000 500.00| 370.00000 370.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0102 807-86915 1.000 EACH| 30.35000 30.35| 100.00000 100.00| 29.00000 29.00 CONNECTOR KIT, FUSED | | | 0103 807-86950 1.000 EACH| 54.50000 54.50| 125.00000 125.00| 52.00000 52.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 808-06713 1170.000 m | 0.20000 234.00| 0.45000 526.50| 0.25000 292.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0105 808-06714 4396.000 m | 0.20000 879.20| 0.45000 1978.20| 0.25000 1099.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0106 808-06716 2847.000 m | 1.00000 2847.00| 1.50000 4270.50| 1.05000 2989.35 LINE, REMOVE | | | 0107 808-75001 443.000 m | 0.25000 110.75| 0.45000 199.35| 0.30000 132.90 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0108 808-75998 48.000 EACH| 42.50000 2040.00| 55.00000 2640.00| 41.00000 1968.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 808-75996 8.000 EACH| 4.25000 34.00| 40.00000 320.00| 12.00000 96.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0112 801-03290 4.000 EACH| 245.00000 980.00| 310.00000 1240.00| 250.00000 1000.00 CONSTRUCTION SIGN, C | | | 0113 501-06320 518.000 m | 5.25000 2719.50| 5.50000 2849.00| 5.20000 2693.60 MILLED PCCP CORRUGATIONS | | | 0114 702-51110 584.000 kg | 8.55000 4993.20| 6.50000 3796.00| 3.00000 1752.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0115 715-05119 80.000 m | 55.00000 4400.00| 50.00000 4000.00| 115.00000 9200.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0116 715-05118 80.000 m | 40.00000 3200.00| 46.00000 3680.00| 105.00000 8400.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0117 801-06775 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 510 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,749,694.08 ROUTE : I-65 CALL ORDER : 510 CONTRACT ID : B -24138-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 |(6) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,982,287.23| $ 3,105,917.55| $ 3,117,515.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,982,287.23| $ 3,105,917.55| $ 3,117,515.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2017003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 550,923.69 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 651,882.87 118.3254% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 653,727.17 118.6602% 4 35-1609544 SCHUTT-LOOKABILL CO CONDITIONAL BID $ 656,269.63 119.1216% 5 35-1057237 MCCOY, R.L., INC. $ 696,058.90 126.3439% 6 35-1374866 PRIMCO, INC. $ 750,156.10 136.1633% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 800.00000 4800.00| 700.00000 4200.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 7000.00000 7000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27500.00000 27500.00| 31000.00000 31000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3400.00000 3400.00| 10000.00000 10000.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 143.000 m2 | 20.00000 2860.00| 23.00000 3289.00| 12.00000 1716.00 PAVEMENT, REMOVE | | | 0006 202-02241 89.000 m | 21.00000 1869.00| 22.00000 1958.00| 7.50000 667.50 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 57550.00000 57550.00| 68000.00000 68000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 171.000 m2 | 13.25000 2265.75| 11.00000 1881.00| 7.50000 1282.50 SURFACE MILLING, ASPHALT | | | 0009 202-90413 470.000 m2 | 6.20000 2914.00| 11.00000 5170.00| 6.50000 3055.00 SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0010 202-93741 2.000 EACH| 135.00000 270.00| 150.00000 300.00| 125.00000 250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02000 385.000 m3 | 35.00000 13475.00| 18.00000 6930.00| 14.00000 5390.00 EXCAVATION, COMMON | | | 0012 203-02070 227.000 m3 | 35.00000 7945.00| 15.00000 3405.00| 15.00000 3405.00 BORROW | | | 0014 203-51223 158.000 m3 | 7.00000 1106.00| 14.00000 2212.00| 15.00000 2370.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02224 600.000 m | 5.00000 3000.00| 7.00000 4200.00| 5.00000 3000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02233 133.000 m3 | 22.00000 2926.00| 12.00000 1596.00| 25.00000 3325.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 206-51220 39.200 m3 | 200.00000 7840.00| 85.00000 3332.00| 160.00000 6272.00 EXCAVATION, WET | | | 0018 206-51225 98.000 m3 | 10.00000 980.00| 25.00000 2450.00| 25.00000 2450.00 EXCAVATION, DRY | | | 0019 211-02060 3.900 m3 | 60.00000 234.00| 70.00000 273.00| 25.00000 97.50 B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-06467 50.000 m3 | 23.50000 1175.00| 48.00000 2400.00| 25.00000 1250.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 303-52308 892.100 Mg | 20.00000 17842.00| 17.50000 15611.75| 21.00000 18734.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05477 43.000 Mg | 70.00000 3010.00| 75.00000 3225.00| 75.00000 3225.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 264.100 Mg | 55.00000 14525.50| 60.00000 15846.00| 57.50000 15185.75 HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05490 132.000 Mg | 70.00000 9240.00| 75.00000 9900.00| 72.00000 9504.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0025 402-05495 13.100 Mg | 65.00000 851.50| 70.00000 917.00| 67.50000 884.25 HMA WEDGE AND LEVEL | | | 0026 405-05517 2.600 Mg | 530.00000 1378.00| 560.00000 1456.00| 550.00000 1430.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 0.800 Mg | 400.00000 320.00| 450.00000 360.00| 420.00000 336.00 ASPHALT FOR TACK COAT | | | 0028 501-05090 264.280 m2 | 51.00000 13478.28| 50.00000 13214.00| 56.00000 14799.68 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 501-05310 14.400 m | 300.00000 4320.00| 410.00000 5904.00| 250.00000 3600.00 TERMINAL JOINT | | | 0030 502-06327 87.800 m2 | 51.00000 4477.80| 65.00000 5707.00| 60.00000 5268.00 PCCP, 250 mm | | | 0031 601-01128 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0032 601-01700 4.000 EACH| 1685.00000 6740.00| 1750.00000 7000.00| 1750.00000 7000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06037 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-99105 118.150 m | 35.20000 4158.88| 37.00000 4371.55| 37.50000 4430.63 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06639 225.000 m | 75.00000 16875.00| 90.00000 20250.00| 62.50000 14062.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06729 14.000 EACH| 8.00000 112.00| 7.30000 102.20| 8.00000 112.00 BARRIER DELINEATOR | | | 0037 610-05527 39.600 Mg | 70.00000 2772.00| 75.00000 2970.00| 72.50000 2871.00 HMA FOR APPROACHES | | | 0038 616-02320 1030.000 m2 | 2.00000 2060.00| 4.50000 4635.00| 3.00000 3090.00 GEOTEXTILES | | | 0039 616-06405 620.000 Mg | 21.00000 13020.00| 21.00000 13020.00| 18.75000 11625.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 640.00000 1280.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06564 2420.000 m2 | 0.98000 2371.60| 1.10000 2662.00| 1.20000 2904.00 MULCHED SEEDING, CV | | | 0042 621-06567 43.560 kL | 1.00000 43.56| 1.20000 52.27| 1.00000 43.56 WATER | | | 0043 621-06574 7.800 m2 | 125.00000 975.00| 140.00000 1092.00| 10.00000 78.00 SODDING | | | 0044 621-52448 2.000 EACH| 45.00000 90.00| 48.00000 96.00| 25.00000 50.00 SIGN, DO NOT SPRAY | | | 0045 701-51155 85.600 m | 80.00000 6848.00| 250.00000 21400.00| 150.00000 12840.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 305 mm | | | 0046 702-51005 77.800 m3 | 455.00000 35399.00| 490.00000 38122.00| 500.00000 38900.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 9.200 m3 | 455.00000 4186.00| 550.00000 5060.00| 500.00000 4600.00 CONCRETE, B, FOOTINGS | | | 0048 702-51863 104.000 EACH| 12.00000 1248.00| 18.00000 1872.00| 18.00000 1872.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-90976 6030.000 kg | 1.00000 6030.00| 1.35000 8140.50| 1.50000 9045.00 REINFORCING STEEL, GRADE 60 | | | 0050 703-96177 31456.000 kg | 1.21000 38061.76| 1.50000 47184.00| 1.60000 50329.60 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0051 703-97936 214.000 EACH| 16.00000 3424.00| 21.00000 4494.00| 12.00000 2568.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 704-51002 179.000 m3 | 458.00000 81982.00| 420.00000 75180.00| 480.00000 85920.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 706-01619 4.000 EACH| 800.00000 3200.00| 1100.00000 4400.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0054 706-51025 60.000 m | 175.00000 10500.00| 145.00000 8700.00| 145.00000 8700.00 CONCRETE, C, RAILING | | | 0055 707-05983 239.976 m | 181.00000 43435.66| 350.00000 83991.60| 300.00000 71992.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0056 709-51821 LUMP| 5490.00000 5490.00| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0057 715-05168 13.000 m | 90.00000 1170.00| 110.00000 1430.00| 78.00000 1014.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05407 34.000 m | 3.50000 119.00| 38.00000 1292.00| 20.00000 680.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46000 2.000 EACH| 150.00000 300.00| 180.00000 360.00| 250.00000 500.00 PIPE END SECTION, 300 mm | | | 0060 726-95789 36.000 EACH| 120.00000 4320.00| 145.00000 5220.00| 180.00000 6480.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0061 801-01349 7.200 m | 25.00000 180.00| 27.00000 194.40| 25.00000 180.00 TEMPORARY STOP LINE, 600 mm | | | 0062 801-06207 2124.000 m | 3.10000 6584.40| 3.40000 7221.60| 3.20000 6796.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06606 1.000 EACH| 150.00000 150.00| 175.00000 175.00| 180.00000 180.00 BARRICADE, IIIB | | | 0064 801-06640 24.000 EACH| 80.00000 1920.00| 100.00000 2400.00| 100.00000 2400.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH| 35.00000 245.00| 39.00000 273.00| 35.00000 245.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 2000.00000 2000.00| 17000.00000 17000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0067 806-01851 LUMP| 16500.00000 16500.00| 12500.00000 12500.00| 13000.00000 13000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0068 808-06713 610.000 m | 0.80000 488.00| 0.85000 518.50| 1.00000 610.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 610.000 m | 0.80000 488.00| 0.85000 518.50| 1.00000 610.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 960.000 m | 1.65000 1584.00| 1.80000 1728.00| 2.00000 1920.00 LINE, REMOVE | | | 0071 808-75998 6.000 EACH| 150.00000 900.00| 170.00000 1020.00| 100.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 550,923.69| $ 651,882.87| $ 653,727.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 550,923.69| $ 651,882.87| $ 653,727.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057237 |(6) 35-1374866 |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 800.00000 4800.00| 1047.00000 6282.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 37020.00000 37020.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32800.00000 32800.00| 34800.00000 34800.00| 37100.00000 37100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3400.00000 3400.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 143.000 m2 | 12.00000 1716.00| 14.00000 2002.00| 72.62000 10384.66 PAVEMENT, REMOVE | | | 0006 202-02241 89.000 m | 6.00000 534.00| 29.00000 2581.00| 21.00000 1869.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 90030.00000 90030.00| 164000.00000 164000.00| 109084.78000 109084.78 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 171.000 m2 | 11.36000 1942.56| 9.00000 1539.00| 15.68000 2681.28 SURFACE MILLING, ASPHALT | | | 0009 202-90413 470.000 m2 | 10.00000 4700.00| 12.00000 5640.00| 22.89000 10758.30 SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0010 202-93741 2.000 EACH| 115.00000 230.00| 100.00000 200.00| 135.00000 270.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02000 385.000 m3 | 12.00000 4620.00| 32.00000 12320.00| 35.00000 13475.00 EXCAVATION, COMMON | | | 0012 203-02070 227.000 m3 | 15.00000 3405.00| 32.00000 7264.00| 35.00000 7945.00 BORROW | | | 0014 203-51223 158.000 m3 | 12.00000 1896.00| 20.00000 3160.00| 12.48000 1971.84 EXCAVATION, WATERWAY | | | 0015 205-02224 600.000 m | 5.75000 3450.00| 5.00000 3000.00| 5.00000 3000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02233 133.000 m3 | 10.00000 1330.00| 30.00000 3990.00| 22.00000 2926.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 206-51220 39.200 m3 | 559.08000 21915.94| 310.00000 12152.00| 541.61000 21231.11 EXCAVATION, WET | | | 0018 206-51225 98.000 m3 | 20.00000 1960.00| 20.00000 1960.00| 33.77000 3309.46 EXCAVATION, DRY | | | 0019 211-02060 3.900 m3 | 60.00000 234.00| 50.00000 195.00| 70.62000 275.42 B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-06467 50.000 m3 | 32.00000 1600.00| 24.00000 1200.00| 42.39000 2119.50 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057237 |(6) 35-1374866 |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-52308 892.100 Mg | 20.09000 17922.29| 20.00000 17842.00| 15.00000 13381.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05477 43.000 Mg | 100.05000 4302.15| 70.00000 3010.00| 87.00000 3741.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 264.100 Mg | 100.05000 26423.21| 65.00000 17166.50| 87.00000 22976.70 HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05490 132.000 Mg | 100.05000 13206.60| 70.00000 9240.00| 87.00000 11484.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0025 402-05495 13.100 Mg | 100.05000 1310.66| 65.00000 851.50| 87.00000 1139.70 HMA WEDGE AND LEVEL | | | 0026 405-05517 2.600 Mg | 575.00000 1495.00| 530.00000 1378.00| 500.00000 1300.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 0.800 Mg | 230.00000 184.00| 400.00000 320.00| 200.00000 160.00 ASPHALT FOR TACK COAT | | | 0028 501-05090 264.280 m2 | 64.00000 16913.92| 72.00000 19028.16| 53.05000 14020.05 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 501-05310 14.400 m | 353.00000 5083.20| 350.00000 5040.00| 312.01000 4492.94 TERMINAL JOINT | | | 0030 502-06327 87.800 m2 | 64.00000 5619.20| 65.00000 5707.00| 76.99000 6759.72 PCCP, 250 mm | | | 0031 601-01128 4.000 EACH| 1150.00000 4600.00| 1000.00000 4000.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0032 601-01700 4.000 EACH| 1725.00000 6900.00| 1500.00000 6000.00| 1685.00000 6740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06037 2.000 EACH| 575.00000 1150.00| 500.00000 1000.00| 650.00000 1300.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 118.150 m | 34.04000 4021.83| 29.60000 3497.24| 35.20000 4158.88 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06639 225.000 m | 93.00000 20925.00| 85.00000 19125.00| 52.33000 11774.25 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06729 14.000 EACH| 8.00000 112.00| 7.00000 98.00| 10.00000 140.00 BARRIER DELINEATOR | | | 0037 610-05527 39.600 Mg | 100.05000 3961.98| 70.00000 2772.00| 87.00000 3445.20 HMA FOR APPROACHES | | | 0038 616-02320 1030.000 m2 | 1.75000 1802.50| 2.50000 2575.00| 2.00000 2060.00 GEOTEXTILES | | | 0039 616-06405 620.000 Mg | 25.62000 15884.40| 20.00000 12400.00| 21.00000 13020.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 690.00000 1380.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057237 |(6) 35-1374866 |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06564 2420.000 m2 | 1.13000 2734.60| 0.98000 2371.60| 0.98000 2371.60 MULCHED SEEDING, CV | | | 0042 621-06567 43.560 kL | 1.15000 50.09| 1.00000 43.56| 1.00000 43.56 WATER | | | 0043 621-06574 7.800 m2 | 143.75000 1121.25| 125.00000 975.00| 125.00000 975.00 SODDING | | | 0044 621-52448 2.000 EACH| 22.00000 44.00| 45.00000 90.00| 45.00000 90.00 SIGN, DO NOT SPRAY | | | 0045 701-51155 85.600 m | 115.00000 9844.00| 92.00000 7875.20| 166.34000 14238.70 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 305 mm | | | 0046 702-51005 77.800 m3 | 555.00000 43179.00| 450.00000 35010.00| 504.45000 39246.21 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 9.200 m3 | 500.00000 4600.00| 450.00000 4140.00| 812.77000 7477.48 CONCRETE, B, FOOTINGS | | | 0048 702-51863 104.000 EACH| 6.00000 624.00| 9.00000 936.00| 11.84000 1231.36 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-90976 6030.000 kg | 1.11000 6693.30| 1.15000 6934.50| 1.46000 8803.80 REINFORCING STEEL, GRADE 60 | | | 0050 703-96177 31456.000 kg | 1.28000 40263.68| 1.25000 39320.00| 1.60000 50329.60 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0051 703-97936 214.000 EACH| 16.40000 3509.60| 22.00000 4708.00| 26.46000 5662.44 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 704-51002 179.000 m3 | 510.00000 91290.00| 450.00000 80550.00| 593.74000 106279.46 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-01619 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 948.00000 3792.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0054 706-51025 60.000 m | 115.00000 6900.00| 135.00000 8100.00| 275.85000 16551.00 CONCRETE, C, RAILING | | | 0055 707-05983 239.976 m | 196.42000 47136.09| 200.00000 47995.20| 182.42000 43776.42 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0056 709-51821 LUMP| 4900.00000 4900.00| 5000.00000 5000.00| 4142.00000 4142.00 SURFACE SEAL | | | 0057 715-05168 13.000 m | 46.00000 598.00| 75.00000 975.00| 90.00000 1170.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05407 34.000 m | 20.00000 680.00| 30.00000 1020.00| 32.81000 1115.54 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46000 2.000 EACH| 151.00000 302.00| 200.00000 400.00| 150.00000 300.00 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 520 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,698.54 ROUTE : SR 3 CALL ORDER : 520 CONTRACT ID : B -24454-A COUNTIES : BLACKFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057237 |(6) 35-1374866 |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 726-95789 36.000 EACH| 150.00000 5400.00| 250.00000 9000.00| 177.20000 6379.20 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0061 801-01349 7.200 m | 28.75000 207.00| 24.85000 178.92| 24.85000 178.92 TEMPORARY STOP LINE, 600 mm | | | 0062 801-06207 2124.000 m | 3.57000 7582.68| 2.53000 5373.72| 2.53000 5373.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06606 1.000 EACH| 172.50000 172.50| 132.00000 132.00| 132.00000 132.00 BARRICADE, IIIB | | | 0064 801-06640 24.000 EACH| 92.00000 2208.00| 153.00000 3672.00| 153.00000 3672.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH| 40.00000 280.00| 15.00000 105.00| 15.00000 105.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 4700.00000 4700.00| 4270.00000 4270.00| 6932.00000 6932.00 MAINTAINING TRAFFIC | | | 0067 806-01851 LUMP| 17204.00000 17204.00| 18500.00000 18500.00| 14960.00000 14960.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0068 808-06713 610.000 m | 0.92000 561.20| 0.45000 274.50| 0.45000 274.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 610.000 m | 0.92000 561.20| 0.45000 274.50| 0.45000 274.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 960.000 m | 1.90000 1824.00| 0.88000 844.80| 0.88000 844.80 LINE, REMOVE | | | 0071 808-75998 6.000 EACH| 173.00000 1038.00| 106.00000 636.00| 106.00000 636.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 656,269.63| $ 696,058.90| $ 750,156.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,269.63| $ 696,058.90| $ 750,156.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1775005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 488,012.98 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 493,965.68 101.2197% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 536,231.54 109.8805% 4 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL BID $ 540,243.07 110.7026% 5 35-1447641 STRUCTURE CONTRACTORS $ 541,901.04 111.0423% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 545,454.34 111.7704% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 549,197.34 112.5374% 8 35-1212938 ATLAS EXCAVATING, INC. $ 566,642.13 116.1121% 9 35-1128289 BEATY CONSTRUCTION, INC. $ 596,623.22 122.2556% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 1000.00000 5000.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 2750.00000 2750.00| 4250.00000 4250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24400.00000 24400.00| 23500.00000 23500.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 457.000 m2 | 15.00000 6855.00| 15.00000 6855.00| 20.00000 9140.00 PAVEMENT, REMOVE | | | 0005 202-02241 241.930 m | 7.18000 1737.06| 7.00000 1693.51| 6.25000 1512.06 GUARDRAIL, REMOVE | | | 0006 202-02273 39.000 m2 | 12.00000 468.00| 24.00000 936.00| 20.00000 780.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02276 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 700.00000 1400.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 172.000 m | 6.00000 1032.00| 10.00000 1720.00| 19.00000 3268.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 69000.00000 69000.00| 59750.00000 59750.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 216.000 m2 | 1.88000 406.08| 6.50000 1404.00| 5.00000 1080.00 SURFACE MILLING, ASPHALT | | | 0011 202-90883 1290.000 m2 | 4.76000 6140.40| 6.00000 7740.00| 4.00000 5160.00 OVERLAY, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 192.800 m3 | 10.00000 1928.00| 15.00000 2892.00| 25.00000 4820.00 EXCAVATION, COMMON | | | 0013 303-52308 251.500 Mg | 23.00000 5784.50| 17.50000 4401.25| 20.00000 5030.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 622.000 m2 | 4.02000 2500.44| 5.50000 3421.00| 3.50000 2177.00 SEAL COAT, 2 | | | 0015 406-05521 216.000 m2 | 0.06000 12.96| 1.00000 216.00| 0.05000 10.80 ASPHALT FOR TACK COAT | | | 0016 502-06327 198.000 m2 | 56.00000 11088.00| 55.00000 10890.00| 65.00000 12870.00 PCCP, 250 mm | | | 0017 601-01115 3.810 m | 97.75000 372.43| 90.00000 342.90| 85.00000 323.85 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1322.00000 5288.00| 1200.00000 4800.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 3.000 EACH| 1926.00000 5778.00| 1750.00000 5250.00| 1675.00000 5025.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-04746 2.000 EACH| 6670.00000 13340.00| 5500.00000 11000.00| 5800.00000 11600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06037 1.000 EACH| 632.50000 632.50| 600.00000 600.00| 550.00000 550.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 173.355 m | 36.57000 6339.59| 34.00000 5894.07| 31.80000 5512.69 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99106 7.620 m | 64.40000 490.73| 60.00000 457.20| 56.00000 426.72 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0024 601-99132 1.000 EACH| 58.00000 58.00| 55.00000 55.00| 50.00000 50.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06639 42.000 m | 106.70000 4481.40| 57.50000 2415.00| 100.00000 4200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 264.000 m | 86.00000 22704.00| 55.00000 14520.00| 95.00000 25080.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 32.000 EACH| 8.63000 276.16| 7.50000 240.00| 8.00000 256.00 BARRIER DELINEATOR | | | 0028 605-06205 33.000 m | 70.00000 2310.00| 40.00000 1320.00| 275.00000 9075.00 CENTER CURB, B, CONCRETE | | | 0029 610-05527 306.700 Mg | 67.85000 20809.60| 75.00000 23002.50| 65.00000 19935.50 HMA FOR APPROACHES | | | 0030 610-06257 429.000 m2 | 56.00000 24024.00| 57.50000 24667.50| 65.00000 27885.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 616-02320 323.000 m2 | 2.00000 646.00| 3.00000 969.00| 3.00000 969.00 GEOTEXTILES | | | 0032 616-06405 183.300 Mg | 36.00000 6598.80| 27.50000 5040.75| 30.00000 5499.00 RIPRAP, REVETMENT | | | 0033 703-01540 74.000 EACH| 9.27000 685.98| 10.00000 740.00| 7.00000 518.00 THREADED TIE BAR ASSEMBLY | | | 0034 703-51030 5940.000 kg | 1.31000 7781.40| 1.65000 9801.00| 1.40000 8316.00 REINFORCING STEEL | | | 0035 703-51032 8554.000 kg | 1.49000 12745.46| 1.70000 14541.80| 1.50000 12831.00 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 196.000 EACH| 11.05000 2165.80| 10.50000 2058.00| 8.00000 1568.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 41.800 m3 | 826.19000 34534.74| 875.00000 36575.00| 750.00000 31350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 171.000 m | 121.20000 20725.20| 140.00000 23940.00| 150.00000 25650.00 CONCRETE, C, RAILING | | | 0040 708-51813 25.000 m2 | 400.00000 10000.00| 500.00000 12500.00| 650.00000 16250.00 PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP| 4352.00000 4352.00| 3600.00000 3600.00| 4560.00000 4560.00 SURFACE SEAL | | | 0042 720-44296 3.000 EACH| 150.00000 450.00| 180.00000 540.00| 900.00000 2700.00 CAP INLET | | | 0043 722-51401 10.000 m2 | 129.00000 1290.00| 180.00000 1800.00| 500.00000 5000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1428.000 m2 | 40.87000 58362.36| 45.00000 64260.00| 50.00000 71400.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 10.800 m3 | 395.00000 4266.00| 395.00000 4266.00| 395.00000 4266.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 129.000 m2 | 114.49000 14769.21| 80.00000 10320.00| 100.00000 12900.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1290.000 m2 | 1.31000 1689.90| 5.00000 6450.00| 4.00000 5160.00 SURFACE MILLING | | | 0048 724-51925 52.000 m | 310.00000 16120.00| 300.00000 15600.00| 325.00000 16900.00 STRUCTURAL EXPANSION JOINT, SS | | | 0049 801-06203 264.000 m | 1.32000 348.48| 1.50000 396.00| 1.30000 343.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 2185.000 m | 3.40000 7429.00| 3.20000 6992.00| 3.00000 6555.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06606 8.000 EACH| 102.00000 816.00| 100.00000 800.00| 80.00000 640.00 BARRICADE, IIIB | | | 0052 801-06640 36.000 EACH| 80.00000 2880.00| 90.00000 3240.00| 65.00000 2340.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 23.00000 46.00| 40.00000 80.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 9600.00000 9600.00| 18000.00000 18000.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0055 808-06711 136.000 m | 0.75000 102.00| 1.00000 136.00| 0.76000 103.36 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0056 808-06713 456.000 m | 0.75000 342.00| 1.00000 456.00| 0.66000 300.96 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 312.000 m | 0.75000 234.00| 1.00000 312.00| 0.66000 205.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 532.000 m | 1.50000 798.00| 2.00000 1064.00| 1.64000 872.48 LINE, REMOVE | | | 0059 501-05310 44.840 m | 295.00000 13227.80| 280.00000 12555.20| 400.00000 17936.00 TERMINAL JOINT | | | 0060 801-06710 250.000 DAY | 15.00000 3750.00| 16.00000 4000.00| 16.00000 4000.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 488,012.98| $ 493,965.68| $ 536,231.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 488,012.98| $ 493,965.68| $ 536,231.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1447641 |(6) 35-0918397 |SIMS & PEDIGO COMPANY |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| 2500.00000 12500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 27275.00000 27275.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 457.000 m2 | 39.00000 17823.00| 32.00000 14624.00| 15.00000 6855.00 PAVEMENT, REMOVE | | | 0005 202-02241 241.930 m | 6.56000 1587.06| 7.00000 1693.51| 6.50000 1572.55 GUARDRAIL, REMOVE | | | 0006 202-02273 39.000 m2 | 20.00000 780.00| 45.00000 1755.00| 95.00000 3705.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02276 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 500.00000 1000.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 172.000 m | 2.00000 344.00| 9.00000 1548.00| 25.00000 4300.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 46299.00000 46299.00| 75000.00000 75000.00| 30500.00000 30500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 216.000 m2 | 8.00000 1728.00| 8.00000 1728.00| 14.15000 3056.40 SURFACE MILLING, ASPHALT | | | 0011 202-90883 1290.000 m2 | 14.00000 18060.00| 8.00000 10320.00| 6.75000 8707.50 OVERLAY, CONCRETE, REMOVE | | | 0012 203-02000 192.800 m3 | 5.00000 964.00| 37.00000 7133.60| 35.00000 6748.00 EXCAVATION, COMMON | | | 0013 303-52308 251.500 Mg | 20.00000 5030.00| 35.00000 8802.50| 46.00000 11569.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 622.000 m2 | 2.00000 1244.00| 3.50000 2177.00| 7.00000 4354.00 SEAL COAT, 2 | | | 0015 406-05521 216.000 m2 | 2.00000 432.00| 0.05000 10.80| 2.75000 594.00 ASPHALT FOR TACK COAT | | | 0016 502-06327 198.000 m2 | 45.00000 8910.00| 50.00000 9900.00| 91.00000 18018.00 PCCP, 250 mm | | | 0017 601-01115 3.810 m | 89.25000 340.04| 85.00000 323.85| 90.00000 342.90 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1207.50000 4830.00| 1150.00000 4600.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 3.000 EACH| 1758.00000 5274.00| 1675.00000 5025.00| 1700.00000 5100.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1447641 |(6) 35-0918397 |SIMS & PEDIGO COMPANY |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 6090.00000 12180.00| 5800.00000 11600.00| 6200.00000 12400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06037 1.000 EACH| 577.50000 577.50| 550.00000 550.00| 500.00000 500.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 173.355 m | 33.40000 5790.06| 32.00000 5547.36| 34.35000 5954.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99106 7.620 m | 58.80000 448.06| 56.00000 426.72| 60.50000 461.01 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0024 601-99132 1.000 EACH| 52.50000 52.50| 50.00000 50.00| 55.00000 55.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06639 42.000 m | 75.00000 3150.00| 50.00000 2100.00| 90.00000 3780.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 264.000 m | 75.00000 19800.00| 40.00000 10560.00| 65.00000 17160.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 32.000 EACH| 7.88000 252.16| 10.00000 320.00| 8.10000 259.20 BARRIER DELINEATOR | | | 0028 605-06205 33.000 m | 45.00000 1485.00| 150.00000 4950.00| 200.00000 6600.00 CENTER CURB, B, CONCRETE | | | 0029 610-05527 306.700 Mg | 125.00000 38337.50| 60.00000 18402.00| 53.00000 16255.10 HMA FOR APPROACHES | | | 0030 610-06257 429.000 m2 | 50.00000 21450.00| 60.00000 25740.00| 62.00000 26598.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 323.000 m2 | 6.00000 1938.00| 5.00000 1615.00| 4.00000 1292.00 GEOTEXTILES | | | 0032 616-06405 183.300 Mg | 25.00000 4582.50| 35.00000 6415.50| 28.50000 5224.05 RIPRAP, REVETMENT | | | 0033 703-01540 74.000 EACH| 10.00000 740.00| 12.00000 888.00| 10.10000 747.40 THREADED TIE BAR ASSEMBLY | | | 0034 703-51030 5940.000 kg | 1.85000 10989.00| 1.25000 7425.00| 1.30000 7722.00 REINFORCING STEEL | | | 0035 703-51032 8554.000 kg | 1.85000 15824.90| 1.50000 12831.00| 1.50000 12831.00 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 196.000 EACH| 10.00000 1960.00| 15.00000 2940.00| 10.55000 2067.80 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 41.800 m3 | 520.00000 21736.00| 700.00000 29260.00| 690.00000 28842.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 171.000 m | 128.00000 21888.00| 150.00000 25650.00| 140.00000 23940.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1447641 |(6) 35-0918397 |SIMS & PEDIGO COMPANY |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 708-51813 25.000 m2 | 10.00000 250.00| 500.00000 12500.00| 400.00000 10000.00 PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP| 4000.00000 4000.00| 4600.00000 4600.00| 4000.00000 4000.00 SURFACE SEAL | | | 0042 720-44296 3.000 EACH| 100.00000 300.00| 200.00000 600.00| 425.00000 1275.00 CAP INLET | | | 0043 722-51401 10.000 m2 | 250.00000 2500.00| 395.00000 3950.00| 690.00000 6900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1428.000 m2 | 60.00000 85680.00| 47.00000 67116.00| 60.00000 85680.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 10.800 m3 | 395.00000 4266.00| 395.00000 4266.00| 395.00000 4266.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 129.000 m2 | 135.00000 17415.00| 70.00000 9030.00| 220.00000 28380.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1290.000 m2 | 0.50000 645.00| 8.00000 10320.00| 2.12000 2734.80 SURFACE MILLING | | | 0048 724-51925 52.000 m | 400.00000 20800.00| 300.00000 15600.00| 390.00000 20280.00 STRUCTURAL EXPANSION JOINT, SS | | | 0049 801-06203 264.000 m | 1.37000 361.68| 1.30000 343.20| 1.40000 369.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 2185.000 m | 3.15000 6882.75| 3.00000 6555.00| 3.25000 7101.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 8.000 EACH| 84.00000 672.00| 80.00000 640.00| 87.00000 696.00 BARRICADE, IIIB | | | 0052 801-06640 36.000 EACH| 68.25000 2457.00| 65.00000 2340.00| 70.25000 2529.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 42.00000 84.00| 40.00000 80.00| 43.20000 86.40 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 35000.00000 35000.00| 34500.00000 34500.00| 14700.00000 14700.00 MAINTAINING TRAFFIC | | | 0055 808-06711 136.000 m | 0.79000 107.44| 1.00000 136.00| 0.75000 102.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0056 808-06713 456.000 m | 0.69000 314.64| 1.00000 456.00| 0.70000 319.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 312.000 m | 0.69000 215.28| 1.00000 312.00| 0.70000 218.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 532.000 m | 2.00000 1064.00| 2.00000 1064.00| 1.72000 915.04 LINE, REMOVE | | | 0059 501-05310 44.840 m | 300.00000 13452.00| 275.00000 12331.00| 375.00000 16815.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1447641 |(6) 35-0918397 |SIMS & PEDIGO COMPANY |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06710 250.000 DAY | 25.00000 6250.00| 15.00000 3750.00| 16.00000 4000.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 540,243.07| $ 541,901.04| $ 545,454.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 540,243.07| $ 541,901.04| $ 545,454.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1212938 |(9) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 700.00000 3500.00| 1000.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27450.00000 27450.00| 29600.00000 29600.00| 29834.20000 29834.20 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 457.000 m2 | 11.00000 5027.00| 24.00000 10968.00| 17.50000 7997.50 PAVEMENT, REMOVE | | | 0005 202-02241 241.930 m | 6.50000 1572.55| 6.25000 1512.06| 6.25000 1512.06 GUARDRAIL, REMOVE | | | 0006 202-02273 39.000 m2 | 25.00000 975.00| 28.00000 1092.00| 25.00000 975.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02276 2.000 EACH| 350.00000 700.00| 1.00000 2.00| 350.00000 700.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 172.000 m | 18.00000 3096.00| 15.00000 2580.00| 20.00000 3440.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 70000.00000 70000.00| 110000.00000 110000.00| 101310.00000 101310.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 216.000 m2 | 3.00000 648.00| 5.50000 1188.00| 14.50000 3132.00 SURFACE MILLING, ASPHALT | | | 0011 202-90883 1290.000 m2 | 3.00000 3870.00| 4.00000 5160.00| 13.50000 17415.00 OVERLAY, CONCRETE, REMOVE | | | 0012 203-02000 192.800 m3 | 30.00000 5784.00| 26.00000 5012.80| 45.00000 8676.00 EXCAVATION, COMMON | | | 0013 303-52308 251.500 Mg | 35.00000 8802.50| 19.00000 4778.50| 28.00000 7042.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 622.000 m2 | 3.75000 2332.50| 3.70000 2301.40| 3.50000 2177.00 SEAL COAT, 2 | | | 0015 406-05521 216.000 m2 | 0.07000 15.12| 0.10000 21.60| 0.05000 10.80 ASPHALT FOR TACK COAT | | | 0016 502-06327 198.000 m2 | 69.00000 13662.00| 68.00000 13464.00| 70.00000 13860.00 PCCP, 250 mm | | | 0017 601-01115 3.810 m | 90.00000 342.90| 88.00000 335.28| 85.00000 323.85 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 3.000 EACH| 1800.00000 5400.00| 1750.00000 5250.00| 1675.00000 5025.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1212938 |(9) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 6250.00000 12500.00| 6100.00000 12200.00| 4300.00000 8600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06037 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 550.00000 550.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 173.355 m | 33.00000 5720.72| 33.00000 5720.72| 31.80000 5512.69 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99106 7.620 m | 60.00000 457.20| 58.50000 445.77| 56.00000 426.72 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0024 601-99132 1.000 EACH| 55.00000 55.00| 55.00000 55.00| 50.00000 50.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06639 42.000 m | 90.00000 3780.00| 105.00000 4410.00| 35.00000 1470.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 264.000 m | 85.00000 22440.00| 89.00000 23496.00| 36.00000 9504.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 32.000 EACH| 8.00000 256.00| 7.70000 246.40| 7.50000 240.00 BARRIER DELINEATOR | | | 0028 605-06205 33.000 m | 195.00000 6435.00| 260.00000 8580.00| 235.00000 7755.00 CENTER CURB, B, CONCRETE | | | 0029 610-05527 306.700 Mg | 62.00000 19015.40| 75.00000 23002.50| 59.00000 18095.30 HMA FOR APPROACHES | | | 0030 610-06257 429.000 m2 | 70.00000 30030.00| 54.00000 23166.00| 70.00000 30030.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 323.000 m2 | 3.00000 969.00| 5.00000 1615.00| 2.50000 807.50 GEOTEXTILES | | | 0032 616-06405 183.300 Mg | 24.00000 4399.20| 19.00000 3482.70| 29.00000 5315.70 RIPRAP, REVETMENT | | | 0033 703-01540 74.000 EACH| 16.00000 1184.00| 13.00000 962.00| 11.00000 814.00 THREADED TIE BAR ASSEMBLY | | | 0034 703-51030 5940.000 kg | 1.40000 8316.00| 1.40000 8316.00| 1.20000 7128.00 REINFORCING STEEL | | | 0035 703-51032 8554.000 kg | 1.60000 13686.40| 1.45000 12403.30| 1.40000 11975.60 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 196.000 EACH| 15.00000 2940.00| 15.00000 2940.00| 13.00000 2548.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 41.800 m3 | 775.00000 32395.00| 750.00000 31350.00| 1450.00000 60610.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 171.000 m | 125.00000 21375.00| 165.00000 28215.00| 115.00000 19665.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1212938 |(9) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 708-51813 25.000 m2 | 625.00000 15625.00| 100.00000 2500.00| 380.00000 9500.00 PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4600.00000 4600.00 SURFACE SEAL | | | 0042 720-44296 3.000 EACH| 450.00000 1350.00| 535.00000 1605.00| 500.00000 1500.00 CAP INLET | | | 0043 722-51401 10.000 m2 | 100.00000 1000.00| 325.00000 3250.00| 420.00000 4200.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1428.000 m2 | 60.00000 85680.00| 40.00000 57120.00| 46.75000 66759.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 10.800 m3 | 395.00000 4266.00| 395.00000 4266.00| 395.00000 4266.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 129.000 m2 | 40.00000 5160.00| 110.00000 14190.00| 102.25000 13190.25 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1290.000 m2 | 3.00000 3870.00| 5.00000 6450.00| 4.50000 5805.00 SURFACE MILLING | | | 0048 724-51925 52.000 m | 390.00000 20280.00| 260.00000 13520.00| 415.00000 21580.00 STRUCTURAL EXPANSION JOINT, SS | | | 0049 801-06203 264.000 m | 1.35000 356.40| 1.40000 369.60| 1.30000 343.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 2185.000 m | 3.25000 7101.25| 3.10000 6773.50| 3.25000 7101.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 8.000 EACH| 95.00000 760.00| 90.00000 720.00| 100.00000 800.00 BARRICADE, IIIB | | | 0052 801-06640 36.000 EACH| 80.00000 2880.00| 75.00000 2700.00| 80.00000 2880.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 45.00000 90.00| 43.00000 86.00| 22.50000 45.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 24000.00000 24000.00| 28000.00000 28000.00| 18500.00000 18500.00 MAINTAINING TRAFFIC | | | 0055 808-06711 136.000 m | 0.80000 108.80| 0.85000 115.60| 0.65000 88.40 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0056 808-06713 456.000 m | 0.80000 364.80| 0.85000 387.60| 0.65000 296.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 312.000 m | 0.80000 249.60| 0.85000 265.20| 0.65000 202.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 532.000 m | 2.00000 1064.00| 1.80000 957.60| 1.50000 798.00 LINE, REMOVE | | | 0059 501-05310 44.840 m | 250.00000 11210.00| 350.00000 15694.00| 375.00000 16815.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 530 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,377.17 ROUTE : SR 9 CALL ORDER : 530 CONTRACT ID : B -24584-A COUNTIES : SHELBY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1212938 |(9) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06710 250.000 DAY | 15.00000 3750.00| 16.00000 4000.00| 18.50000 4625.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 549,197.34| $ 566,642.13| $ 596,623.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,197.34| $ 566,642.13| $ 596,623.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653284 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 945,762.55 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 964,194.01 101.9488% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,004,957.45 106.2589% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,059,253.79 111.9999% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,119,813.36 118.4032% 6 35-1447641 STRUCTURE CONTRACTORS $ 1,149,485.21 121.5405% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 1,199,241.40 126.8015% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| 930.00000 11160.00| 750.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 10177.00000 10177.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47750.00000 47750.00| 48900.00000 48900.00| 51000.00000 51000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 100.00000 100.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 115.000 m2 | 25.00000 2875.00| 20.00000 2300.00| 18.00000 2070.00 PAVEMENT, REMOVE | | | 0006 202-02241 372.000 m | 10.00000 3720.00| 6.00000 2232.00| 10.50000 3906.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 60000.00000 60000.00| 95693.00000 95693.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 15.000 m2 | 154.00000 2310.00| 100.00000 1500.00| 51.00000 765.00 SLOPEWALL, REMOVE | | | 0009 202-60820 900.000 m2 | 4.50000 4050.00| 4.66000 4194.00| 4.20000 3780.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 100.000 m3 | 40.00000 4000.00| 15.00000 1500.00| 12.60000 1260.00 BORROW | | | 0011 203-02080 0.594 km | 12000.00000 7128.00| 9842.00000 5846.15| 10000.00000 5940.00 LINEAR GRADING | | | 0012 206-51230 163.000 m3 | 40.00000 6520.00| 70.25000 11450.75| 32.00000 5216.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 161.000 m3 | 70.00000 11270.00| 26.77000 4309.97| 38.00000 6118.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 3.000 m3 | 350.00000 1050.00| 200.00000 600.00| 185.00000 555.00 FLOWABLE MORTAR | | | 0015 303-52308 78.000 Mg | 50.00000 3900.00| 30.00000 2340.00| 21.00000 1638.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 1825.000 m2 | 0.85000 1551.25| 0.92000 1679.00| 0.90000 1642.50 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1150.00000 4600.00| 1265.00000 5060.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 4.000 EACH| 5000.00000 20000.00| 5750.00000 23000.00| 5500.00000 22000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 525.00000 2100.00| 575.00000 2300.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 317.000 m | 30.00000 9510.00| 33.35000 10571.95| 31.00000 9827.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99123 4.000 EACH| 2000.00000 8000.00| 2185.00000 8740.00| 2100.00000 8400.00 GUARDRAIL TRANSITION, GP | | | 0022 602-06639 244.000 m | 45.00000 10980.00| 56.00000 13664.00| 82.00000 20008.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 141.000 m | 40.00000 5640.00| 54.00000 7614.00| 85.00000 11985.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 24.000 EACH| 7.50000 180.00| 8.00000 192.00| 6.50000 156.00 BARRIER DELINEATOR | | | 0025 610-05527 387.000 Mg | 47.00000 18189.00| 53.82000 20828.34| 51.00000 19737.00 HMA FOR APPROACHES | | | 0026 610-06257 214.000 m2 | 40.00000 8560.00| 60.00000 12840.00| 48.00000 10272.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 80.000 m2 | 3.00000 240.00| 2.00000 160.00| 5.50000 440.00 GEOTEXTILES | | | 0028 616-06405 47.000 Mg | 33.00000 1551.00| 30.00000 1410.00| 29.00000 1363.00 RIPRAP, REVETMENT | | | 0029 616-51367 134.000 m2 | 75.00000 10050.00| 60.00000 8040.00| 42.00000 5628.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 621-01004 1.000 EACH| 675.00000 675.00| 748.00000 748.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06560 1095.000 m2 | 1.20000 1314.00| 1.31000 1434.45| 1.25000 1368.75 MULCHED SEEDING, U | | | 0032 701-03808 75.600 m | 160.00000 12096.00| 98.40000 7439.04| 195.00000 14742.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51005 114.500 m3 | 425.00000 48662.50| 546.41000 62563.95| 450.00000 51525.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51015 22.200 m3 | 300.00000 6660.00| 420.90000 9343.98| 315.00000 6993.00 CONCRETE, B, FOOTINGS | | | 0035 702-51110 174.200 kg | 5.00000 871.00| 4.82000 839.64| 4.00000 696.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 208.000 EACH| 24.00000 4992.00| 5.00000 1040.00| 11.00000 2288.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 17627.000 kg | 1.20000 21152.40| 1.12000 19742.24| 1.20000 21152.40 REINFORCING STEEL | | | 0038 703-51032 53134.000 kg | 1.25000 66417.50| 1.30000 69074.20| 1.30000 69074.20 REINFORCING STEEL, EPOXY COATED | | | 0039 703-97703 116.000 EACH| 3.50000 406.00| 14.56000 1688.96| 19.00000 2204.00 THREADED BAR SPLICE, EPOXY COATED | | | 0040 704-51002 197.500 m3 | 425.00000 83937.50| 482.67000 95327.33| 380.00000 75050.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 32.700 m3 | 450.00000 14715.00| 476.76000 15590.05| 580.00000 18966.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 5200.00000 5200.00| 6100.00000 6100.00| 7000.00000 7000.00 SURFACE SEAL | | | 0044 711-51038 LUMP| 351000.00000 351000.00| 323730.00000 323730.00| 370000.00000 370000.00 STRUCTURAL STEEL | | | 0045 715-05407 37.000 m | 35.00000 1295.00| 19.68000 728.16| 34.00000 1258.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 715-91361 15.000 m | 40.00000 600.00| 26.25000 393.75| 200.00000 3000.00 PIPE, PVC, 150 mm | | | 0047 726-92406 18.000 EACH| 592.00000 10656.00| 419.35000 7548.30| 480.00000 8640.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0048 728-98377 LUMP| 4600.00000 4600.00| 3105.00000 3105.00| 5500.00000 5500.00 MASONRY COATING | | | 0049 801-04308 8.000 EACH| 140.00000 1120.00| 150.00000 1200.00| 145.00000 1160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 8.000 EACH| 65.00000 520.00| 69.00000 552.00| 75.00000 600.00 BARRICADE, IIIA | | | 0051 801-06606 6.000 EACH| 75.00000 450.00| 81.00000 486.00| 85.00000 510.00 BARRICADE, IIIB | | | 0052 801-06625 12.000 EACH| 90.00000 1080.00| 98.00000 1176.00| 95.00000 1140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 22.000 EACH| 65.00000 1430.00| 69.00000 1518.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1212938 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 13000.00000 13000.00| 8290.00000 8290.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0056 808-06713 444.000 m | 0.55000 244.20| 0.60000 266.40| 0.60000 266.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 444.000 m | 0.55000 244.20| 0.60000 266.40| 0.60000 266.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 945,762.55| $ 964,194.01| $ 1,004,957.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 945,762.55| $ 964,194.01| $ 1,004,957.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1128289 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1071.90000 12862.80| 700.00000 8400.00| 2000.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9219.05000 9219.05| 10000.00000 10000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 53962.69000 53962.69| 52125.00000 52125.00| 56000.00000 56000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16748.48000 16748.48| 10425.00000 10425.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 115.000 m2 | 21.37000 2457.55| 25.00000 2875.00| 28.00000 3220.00 PAVEMENT, REMOVE | | | 0006 202-02241 372.000 m | 9.91000 3686.52| 6.75000 2511.00| 10.00000 3720.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 126953.50000 126953.50| 133014.00000 133014.00| 162000.00000 162000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 15.000 m2 | 80.12000 1201.80| 24.00000 360.00| 120.00000 1800.00 SLOPEWALL, REMOVE | | | 0009 202-60820 900.000 m2 | 2.80000 2520.00| 5.25000 4725.00| 5.00000 4500.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 100.000 m3 | 36.50000 3650.00| 30.00000 3000.00| 45.00000 4500.00 BORROW | | | 0011 203-02080 0.594 km | 22895.02000 13599.64| 14125.00000 8390.25| 4500.00000 2673.00 LINEAR GRADING | | | 0012 206-51230 163.000 m3 | 39.43000 6427.09| 50.00000 8150.00| 15.00000 2445.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 161.000 m3 | 39.43000 6348.23| 40.00000 6440.00| 15.00000 2415.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 3.000 m3 | 335.89000 1007.67| 500.00000 1500.00| 130.00000 390.00 FLOWABLE MORTAR | | | 0015 303-52308 78.000 Mg | 29.54000 2304.12| 32.00000 2496.00| 25.00000 1950.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 1825.000 m2 | 0.87000 1587.75| 0.80000 1460.00| 0.07000 127.75 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1145.87000 4583.48| 1200.00000 4800.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 4.000 EACH| 5208.50000 20834.00| 5900.00000 23600.00| 6900.00000 27600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 520.85000 2083.40| 600.00000 2400.00| 500.00000 2000.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 317.000 m | 30.25000 9589.25| 31.60000 10017.20| 30.00000 9510.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1128289 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99123 4.000 EACH| 1979.23000 7916.92| 2000.00000 8000.00| 1900.00000 7600.00 GUARDRAIL TRANSITION, GP | | | 0022 602-06639 244.000 m | 61.35000 14969.40| 46.00000 11224.00| 45.00000 10980.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 141.000 m | 57.71000 8137.11| 45.00000 6345.00| 45.00000 6345.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 24.000 EACH| 8.33000 199.92| 8.00000 192.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0025 610-05527 387.000 Mg | 50.52000 19551.24| 46.80000 18111.60| 50.00000 19350.00 HMA FOR APPROACHES | | | 0026 610-06257 214.000 m2 | 66.68000 14269.52| 63.00000 13482.00| 60.00000 12840.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 80.000 m2 | 4.01000 320.80| 4.00000 320.00| 8.00000 640.00 GEOTEXTILES | | | 0028 616-06405 47.000 Mg | 41.84000 1966.48| 32.00000 1504.00| 35.00000 1645.00 RIPRAP, REVETMENT | | | 0029 616-51367 134.000 m2 | 55.55000 7443.70| 100.00000 13400.00| 100.00000 13400.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 621-01004 1.000 EACH| 677.11000 677.11| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06560 1095.000 m2 | 1.20000 1314.00| 1.14000 1248.30| 1.20000 1314.00 MULCHED SEEDING, U | | | 0032 701-03808 75.600 m | 152.92000 11560.75| 165.00000 12474.00| 247.00000 18673.20 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0033 702-51005 114.500 m3 | 607.54000 69563.33| 950.00000 108775.00| 550.00000 62975.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51015 22.200 m3 | 556.47000 12353.63| 700.00000 15540.00| 350.00000 7770.00 CONCRETE, B, FOOTINGS | | | 0035 702-51110 174.200 kg | 5.53000 963.33| 6.00000 1045.20| 10.00000 1742.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 208.000 EACH| 9.49000 1973.92| 9.00000 1872.00| 8.00000 1664.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 17627.000 kg | 1.23000 21681.21| 1.25000 22033.75| 1.50000 26440.50 REINFORCING STEEL | | | 0038 703-51032 53134.000 kg | 1.34000 71199.56| 1.45000 77044.30| 1.50000 79701.00 REINFORCING STEEL, EPOXY COATED | | | 0039 703-97703 116.000 EACH| 14.52000 1684.32| 14.00000 1624.00| 14.00000 1624.00 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1128289 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51002 197.500 m3 | 545.87000 107809.33| 575.00000 113562.50| 600.00000 118500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1250.04000 5000.16| 1500.00000 6000.00| 800.00000 3200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 32.700 m3 | 548.06000 17921.56| 650.00000 21255.00| 600.00000 19620.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 5639.76000 5639.76| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0044 711-51038 LUMP| 320507.81000 320507.81| 301041.00000 301041.00| 350000.00000 350000.00 STRUCTURAL STEEL | | | 0045 715-05407 37.000 m | 43.96000 1626.52| 8.50000 314.50| 12.00000 444.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 715-91361 15.000 m | 132.81000 1992.15| 75.00000 1125.00| 175.00000 2625.00 PIPE, PVC, 150 mm | | | 0047 726-92406 18.000 EACH| 535.95000 9647.10| 500.00000 9000.00| 525.00000 9450.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0048 728-98377 LUMP| 4731.40000 4731.40| 6500.00000 6500.00| 6000.00000 6000.00 MASONRY COATING | | | 0049 801-04308 8.000 EACH| 135.42000 1083.36| 150.00000 1200.00| 130.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 8.000 EACH| 62.50000 500.00| 70.00000 560.00| 60.00000 480.00 BARRICADE, IIIA | | | 0051 801-06606 6.000 EACH| 72.92000 437.52| 80.00000 480.00| 80.00000 480.00 BARRICADE, IIIB | | | 0052 801-06625 12.000 EACH| 88.54000 1062.48| 100.00000 1200.00| 85.00000 1020.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 22.000 EACH| 62.50000 1375.00| 70.00000 1540.00| 60.00000 1320.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 10049.09000 10049.09| 38000.00000 38000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0056 808-06713 444.000 m | 0.56000 248.64| 0.52000 230.88| 0.52000 230.88 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 444.000 m | 0.56000 248.64| 0.52000 230.88| 0.52000 230.88 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,059,253.79| $ 1,119,813.36| $ 1,149,485.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,059,253.79| $ 1,119,813.36| $ 1,149,485.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 2900.00000 34800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 59000.00000 59000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12500.00000 12500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 115.000 m2 | 31.00000 3565.00| | PAVEMENT, REMOVE | | | 0006 202-02241 372.000 m | 10.00000 3720.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 120000.00000 120000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 15.000 m2 | 95.00000 1425.00| | SLOPEWALL, REMOVE | | | 0009 202-60820 900.000 m2 | 6.00000 5400.00| | SURFACE MILLING, ASPHALT | | | 0010 203-02070 100.000 m3 | 35.00000 3500.00| | BORROW | | | 0011 203-02080 0.594 km | 9000.00000 5346.00| | LINEAR GRADING | | | 0012 206-51230 163.000 m3 | 75.00000 12225.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 161.000 m3 | 75.00000 12075.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 3.000 m3 | 185.00000 555.00| | FLOWABLE MORTAR | | | 0015 303-52308 78.000 Mg | 45.00000 3510.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 406-05521 1825.000 m2 | 0.80000 1460.00| | ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 4.000 EACH| 5300.00000 21200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 500.00000 2000.00| | GUARDRAIL END TREATMENT, I | | | 0020 601-99105 317.000 m | 30.00000 9510.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99123 4.000 EACH| 2100.00000 8400.00| | GUARDRAIL TRANSITION, GP | | | 0022 602-06639 244.000 m | 65.00000 15860.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 141.000 m | 55.00000 7755.00| | TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 24.000 EACH| 9.00000 216.00| | BARRIER DELINEATOR | | | 0025 610-05527 387.000 Mg | 74.50000 28831.50| | HMA FOR APPROACHES | | | 0026 610-06257 214.000 m2 | 75.00000 16050.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 80.000 m2 | 8.00000 640.00| | GEOTEXTILES | | | 0028 616-06405 47.000 Mg | 55.00000 2585.00| | RIPRAP, REVETMENT | | | 0029 616-51367 134.000 m2 | 99.00000 13266.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0030 621-01004 1.000 EACH| 650.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06560 1095.000 m2 | 1.25000 1368.75| | MULCHED SEEDING, U | | | 0032 701-03808 75.600 m | 180.00000 13608.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0033 702-51005 114.500 m3 | 840.00000 96180.00| | CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51015 22.200 m3 | 600.00000 13320.00| | CONCRETE, B, FOOTINGS | | | 0035 702-51110 174.200 kg | 10.00000 1742.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 208.000 EACH| 20.00000 4160.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 17627.000 kg | 1.25000 22033.75| | REINFORCING STEEL | | | 0038 703-51032 53134.000 kg | 1.35000 71730.90| | REINFORCING STEEL, EPOXY COATED | | | 0039 703-97703 116.000 EACH| 12.00000 1392.00| | THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 540 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,422,922.67 ROUTE : I-65 CALL ORDER : 540 CONTRACT ID : B -24587-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51002 197.500 m3 | 625.00000 123437.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 32.700 m3 | 600.00000 19620.00| | CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL | | | 0044 711-51038 LUMP| 366600.00000 366600.00| | STRUCTURAL STEEL | | | 0045 715-05407 37.000 m | 38.00000 1406.00| | PIPE, END BENT DRAIN, 150 mm | | | 0046 715-91361 15.000 m | 40.00000 600.00| | PIPE, PVC, 150 mm | | | 0047 726-92406 18.000 EACH| 450.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0048 728-98377 LUMP| 4600.00000 4600.00| | MASONRY COATING | | | 0049 801-04308 8.000 EACH| 190.00000 1520.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 8.000 EACH| 200.00000 1600.00| | BARRICADE, IIIA | | | 0051 801-06606 6.000 EACH| 200.00000 1200.00| | BARRICADE, IIIB | | | 0052 801-06625 12.000 EACH| 95.00000 1140.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 22.000 EACH| 75.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0056 808-06713 444.000 m | 1.00000 444.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 444.000 m | 1.00000 444.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,199,241.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,199,241.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5313005 5313005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 323,601.32 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 334,858.47 103.4787% 3 35-1878024 RAGLE, INC. $ 344,772.56 106.5423% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 378,037.07 116.8218% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 400,745.69 123.8393% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 432,046.76 133.5120% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1341.85000 10734.80| 500.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1167.94000 1167.94| 2400.00000 2400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 11381.29000 11381.29| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 461.000 m2 | 17.50000 8067.50| 10.62000 4895.82| 15.00000 6915.00 PAVEMENT, REMOVE | | | 0005 202-02241 270.000 m | 5.00000 1350.00| 3.05000 823.50| 7.00000 1890.00 GUARDRAIL, REMOVE | | | 0006 202-02272 24.000 m | 20.00000 480.00| 48.80000 1171.20| 15.00000 360.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 8500.00000 8500.00| 10707.93000 10707.93| 6500.00000 6500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0008 202-51328 LUMP| 8500.00000 8500.00| 10707.93000 10707.93| 6300.00000 6300.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0009 202-60820 1219.000 m2 | 5.00000 6095.00| 2.70000 3291.30| 3.00000 3657.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 355.000 m3 | 8.75000 3106.25| 28.30000 10046.50| 10.00000 3550.00 BORROW | | | 0011 203-02080 0.453 km | 10000.00000 4530.00| 15309.80000 6935.34| 4000.00000 1812.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-52308 192.000 Mg | 17.50000 3360.00| 37.44000 7188.48| 20.00000 3840.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 406-05521 2470.000 m2 | 0.45000 1111.50| 0.55000 1358.50| 0.40000 988.00 ASPHALT FOR TACK COAT | | | 0014 601-01128 7.000 EACH| 840.00000 5880.00| 815.00000 5705.00| 975.00000 6825.00 GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01128 1.000 EACH| 1000.00000 1000.00| 920.00000 920.00| 1000.00000 1000.00 GUARDRAIL TRANSITION TYPE WGB SHOP | | | CURVED | | | 0016 601-01625 1.000 EACH| 1650.00000 1650.00| 1620.00000 1620.00| 1850.00000 1850.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-01846 1.000 EACH| 1850.00000 1850.00| 1822.00000 1822.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-02103 5.715 m | 80.00000 457.20| 76.00000 434.34| 45.00000 257.18 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0019 601-03578 1.000 EACH| 1850.00000 1850.00| 1820.00000 1820.00| 1850.00000 1850.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0020 601-04746 2.000 EACH| 4500.00000 9000.00| 5600.00000 11200.00| 7000.00000 14000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 1.000 EACH| 50.00000 50.00| 46.00000 46.00| 40.00000 40.00 CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 650.00000 2600.00| 610.00000 2440.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 146.685 m | 58.50000 8581.07| 56.00000 8214.36| 35.50000 5207.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 2.000 EACH| 150.00000 300.00| 137.00000 274.00| 65.00000 130.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06639 162.000 m | 53.00000 8586.00| 54.19000 8778.78| 110.00000 17820.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 168.000 m | 50.00000 8400.00| 50.97000 8562.96| 100.00000 16800.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 20.000 EACH| 8.00000 160.00| 8.00000 160.00| 6.00000 120.00 BARRIER DELINEATOR | | | 0028 610-05527 505.000 Mg | 75.00000 37875.00| 68.00000 34340.00| 84.00000 42420.00 HMA FOR APPROACHES | | | 0029 610-06257 436.000 m2 | 55.00000 23980.00| 50.12000 21852.32| 54.00000 23544.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 616-02320 144.000 m2 | 2.50000 360.00| 3.28000 472.32| 2.00000 288.00 GEOTEXTILES | | | 0031 616-06405 88.000 Mg | 25.00000 2200.00| 19.52000 1717.76| 22.00000 1936.00 RIPRAP, REVETMENT | | | 0032 621-01004 4.000 EACH| 100.00000 400.00| 680.05000 2720.20| 100.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 500.000 m2 | 1.00000 500.00| 1.88000 940.00| 1.50000 750.00 MULCHED SEEDING, R | | | 0034 702-51863 848.000 EACH| 6.50000 5512.00| 6.43000 5452.64| 5.00000 4240.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 6286.000 kg | 1.80000 11314.80| 1.13000 7103.18| 1.50000 9429.00 REINFORCING STEEL | | | 0036 703-51032 3986.000 kg | 2.00000 7972.00| 1.58000 6297.88| 1.75000 6975.50 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 58.000 EACH| 15.00000 870.00| 17.92000 1039.36| 11.00000 638.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 706-51020 22.200 m3 | 550.00000 12210.00| 903.88000 20066.14| 500.00000 11100.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 1100.00000 1100.00| 1100.00000 1100.00| 700.00000 700.00 SURFACE SEAL , STR NO 1 | | | 0040 709-51821 LUMP| 1100.00000 1100.00| 960.00000 960.00| 600.00000 600.00 SURFACE SEAL , STR NO 2 | | | 0043 722-51852 91.000 m2 | 68.00000 6188.00| 69.22000 6299.02| 30.00000 2730.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 592.000 m2 | 7.50000 4440.00| 5.52000 3267.84| 3.00000 1776.00 SURFACE MILLING | | | 0045 801-04308 4.000 EACH| 400.00000 1600.00| 355.00000 1420.00| 375.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 431.000 m | 1.50000 646.50| 1.00000 431.00| 1.15000 495.65 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1954.000 m | 3.20000 6252.80| 3.05000 5959.70| 3.50000 6839.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 6.000 EACH| 250.00000 1500.00| 205.00000 1230.00| 89.00000 534.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 275.00000 1650.00| 255.00000 1530.00| 135.00000 810.00 BARRICADE, IIIB | | | 0050 801-06640 46.000 EACH| 120.00000 5520.00| 101.50000 4669.00| 95.00000 4370.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 12.000 EACH| 40.00000 480.00| 40.50000 486.00| 35.00000 420.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06775 LUMP| 8500.00000 8500.00| 9630.00000 9630.00| 5600.00000 5600.00 MAINTAINING TRAFFIC | | | 0053 806-53072 LUMP| 10000.00000 10000.00| 10657.00000 10657.00| 24000.00000 24000.00 TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | 0054 806-53072 LUMP| 10000.00000 10000.00| 11418.75000 11418.75| 24000.00000 24000.00 TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0055 808-04298 1.000 EACH| 440.00000 440.00| 400.00000 400.00| 350.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0056 808-06712 107.000 m | 1.10000 117.70| 1.00000 107.00| 0.78000 83.46 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 783.000 m | 1.10000 861.30| 1.00000 783.00| 0.78000 610.74 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 297.000 m | 1.10000 326.70| 1.00000 297.00| 0.78000 231.66 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 879.000 m | 2.20000 1933.80| 2.05000 1801.95| 1.15000 1010.85 LINE, REMOVE | | | 0060 808-75996 13.000 EACH| 15.00000 195.00| 15.00000 195.00| 10.00000 130.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 13.000 EACH| 75.00000 975.00| 67.00000 871.00| 110.00000 1430.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 801-06218 7.000 m | 21.00000 147.00| 20.00000 140.00| 20.00000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0063 722-01061 598.000 m2 | 45.00000 26910.00| 48.38000 28931.24| 45.00000 26910.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0064 722-96912 10.600 m3 | 132.00000 1399.20| 132.00000 1399.20| 132.00000 1399.20 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0065 211-02060 10.000 m3 | 25.00000 250.00| 23.00000 230.00| 16.00000 160.00 B BORROW FOR STRUCTURE BACKFILL | | | 0066 730-02397 2.000 EACH| 1350.00000 2700.00| 1180.00000 2360.00| 1215.00000 2430.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0067 715-05168 17.000 m | 30.00000 510.00| 65.00000 1105.00| 40.00000 680.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0068 715-05177 20.000 m | 160.00000 3200.00| 138.50000 2770.00| 140.00000 2800.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | SECTION TOTALS | $ 323,601.32| $ 334,858.47| $ 344,772.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,601.32| $ 334,858.47| $ 344,772.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1245.00000 9960.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 14000.00000 14000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 20000.00000 20000.00| 21600.00000 21600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 461.000 m2 | 30.00000 13830.00| 10.80000 4978.80| 15.00000 6915.00 PAVEMENT, REMOVE | | | 0005 202-02241 270.000 m | 3.00000 810.00| 14.90000 4023.00| 15.00000 4050.00 GUARDRAIL, REMOVE | | | 0006 202-02272 24.000 m | 22.00000 528.00| 21.00000 504.00| 45.00000 1080.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 15500.00000 15500.00| 13000.00000 13000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0008 202-51328 LUMP| 14000.00000 14000.00| 13000.00000 13000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0009 202-60820 1219.000 m2 | 4.50000 5485.50| 2.45000 2986.55| 4.00000 4876.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 355.000 m3 | 22.00000 7810.00| 17.20000 6106.00| 30.00000 10650.00 BORROW | | | 0011 203-02080 0.453 km | 16000.00000 7248.00| 24000.00000 10872.00| 12250.00000 5549.25 LINEAR GRADING | | | 0012 303-52308 192.000 Mg | 25.00000 4800.00| 19.40000 3724.80| 35.00000 6720.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 406-05521 2470.000 m2 | 0.15000 370.50| 0.20000 494.00| 0.45000 1111.50 ASPHALT FOR TACK COAT | | | 0014 601-01128 7.000 EACH| 800.00000 5600.00| 1015.00000 7105.00| 1000.00000 7000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01128 1.000 EACH| 900.00000 900.00| 1075.00000 1075.00| 1025.00000 1025.00 GUARDRAIL TRANSITION TYPE WGB SHOP | | | CURVED | | | 0016 601-01625 1.000 EACH| 1595.00000 1595.00| 1935.00000 1935.00| 1900.00000 1900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-01846 1.000 EACH| 1795.00000 1795.00| 1735.00000 1735.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 601-02103 5.715 m | 74.93000 428.22| 48.00000 274.32| 47.00000 268.61 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0019 601-03578 1.000 EACH| 1795.00000 1795.00| 1940.00000 1940.00| 1900.00000 1900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0020 601-04746 2.000 EACH| 5550.00000 11100.00| 7400.00000 14800.00| 7500.00000 15000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 1.000 EACH| 45.00000 45.00| 50.00000 50.00| 42.00000 42.00 CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 600.00000 2400.00| 670.00000 2680.00| 675.00000 2700.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 146.685 m | 55.25000 8104.35| 38.00000 5574.03| 37.00000 5427.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 2.000 EACH| 135.00000 270.00| 69.00000 138.00| 70.00000 140.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06639 162.000 m | 100.00000 16200.00| 108.00000 17496.00| 90.00000 14580.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 168.000 m | 95.00000 15960.00| 94.00000 15792.00| 85.00000 14280.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 20.000 EACH| 6.00000 120.00| 18.00000 360.00| 7.50000 150.00 BARRIER DELINEATOR | | | 0028 610-05527 505.000 Mg | 55.00000 27775.00| 68.50000 34592.50| 67.00000 33835.00 HMA FOR APPROACHES | | | 0029 610-06257 436.000 m2 | 80.00000 34880.00| 53.00000 23108.00| 65.00000 28340.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 144.000 m2 | 3.00000 432.00| 2.20000 316.80| 5.00000 720.00 GEOTEXTILES | | | 0031 616-06405 88.000 Mg | 30.00000 2640.00| 32.00000 2816.00| 35.00000 3080.00 RIPRAP, REVETMENT | | | 0032 621-01004 4.000 EACH| 670.00000 2680.00| 670.00000 2680.00| 700.00000 2800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 500.000 m2 | 1.85000 925.00| 2.45000 1225.00| 2.00000 1000.00 MULCHED SEEDING, R | | | 0034 702-51863 848.000 EACH| 9.00000 7632.00| 8.70000 7377.60| 20.00000 16960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 6286.000 kg | 1.50000 9429.00| 1.42000 8926.12| 1.50000 9429.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 703-51032 3986.000 kg | 1.65000 6576.90| 1.62000 6457.32| 1.70000 6776.20 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 58.000 EACH| 10.00000 580.00| 14.50000 841.00| 24.00000 1392.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 706-51020 22.200 m3 | 600.00000 13320.00| 584.00000 12964.80| 850.00000 18870.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 800.00000 800.00| 1500.00000 1500.00| 1100.00000 1100.00 SURFACE SEAL , STR NO 1 | | | 0040 709-51821 LUMP| 750.00000 750.00| 1300.00000 1300.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 2 | | | 0043 722-51852 91.000 m2 | 100.00000 9100.00| 87.00000 7917.00| 50.00000 4550.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 592.000 m2 | 4.50000 2664.00| 5.20000 3078.40| 4.00000 2368.00 SURFACE MILLING | | | 0045 801-04308 4.000 EACH| 350.00000 1400.00| 385.00000 1540.00| 425.00000 1700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 431.000 m | 0.98000 422.38| 1.20000 517.20| 1.25000 538.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1954.000 m | 3.00000 5862.00| 3.10000 6057.40| 3.25000 6350.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 6.000 EACH| 200.00000 1200.00| 94.00000 564.00| 100.00000 600.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 150.00000 900.00| 140.00000 840.00| 150.00000 900.00 BARRICADE, IIIB | | | 0050 801-06640 46.000 EACH| 100.00000 4600.00| 100.00000 4600.00| 105.00000 4830.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 12.000 EACH| 40.00000 480.00| 38.00000 456.00| 40.00000 480.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 5000.00000 5000.00| 19000.00000 19000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0053 806-53072 LUMP| 11600.00000 11600.00| 12178.00000 12178.00| 10565.00000 10565.00 TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | 0054 806-53072 LUMP| 11600.00000 11600.00| 12924.00000 12924.00| 10565.00000 10565.00 TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0055 808-04298 1.000 EACH| 395.00000 395.00| 365.00000 365.00| 375.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0056 808-06712 107.000 m | 0.98000 104.86| 0.90000 96.30| 0.80000 85.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 783.000 m | 0.98000 767.34| 0.90000 704.70| 0.80000 626.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 550 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,117.69 ROUTE : SR 66 CALL ORDER : 550 CONTRACT ID : B -24588-A COUNTIES : CRAWFORD LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06714 297.000 m | 0.98000 291.06| 0.90000 267.30| 0.80000 237.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 879.000 m | 2.00000 1758.00| 1.25000 1098.75| 1.20000 1054.80 LINE, REMOVE | | | 0060 808-75996 13.000 EACH| 7.00000 91.00| 115.00000 1495.00| 30.00000 390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 13.000 EACH| 65.00000 845.00| 155.00000 2015.00| 120.00000 1560.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 801-06218 7.000 m | 9.68000 67.76| 22.00000 154.00| 22.00000 154.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0063 722-01061 598.000 m2 | 50.00000 29900.00| 64.10000 38331.80| 75.00000 44850.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0064 722-96912 10.600 m3 | 132.00000 1399.20| 132.00000 1399.20| 132.00000 1399.20 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0065 211-02060 10.000 m3 | 60.00000 600.00| 26.00000 260.00| 100.00000 1000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0066 730-02397 2.000 EACH| 1500.00000 3000.00| 1270.00000 2540.00| 1500.00000 3000.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0067 715-05168 17.000 m | 175.00000 2975.00| 74.00000 1258.00| 100.00000 1700.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0068 715-05177 20.000 m | 270.00000 5400.00| 119.00000 2380.00| 180.00000 3600.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | SECTION TOTALS | $ 378,037.07| $ 400,745.69| $ 432,046.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 378,037.07| $ 400,745.69| $ 432,046.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH CONTRACT TIME : 08/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0743109 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 294,491.15 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 297,573.06 101.0465% 3 35-1447641 STRUCTURE CONTRACTORS $ 318,371.85 108.1091% 4 35-1663068 SIMS & PEDIGO COMPANY $ 325,073.00 110.3846% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 331,340.88 112.5130% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 348,139.68 118.2173% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 348,604.97 118.3753% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 394,149.26 133.8407% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 1400.00000 5600.00| 700.00000 2800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1200.00000 1200.00| 100.00000 100.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13750.00000 13750.00| 14850.00000 14850.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 121.000 m2 | 18.50000 2238.50| 20.00000 2420.00| 45.00000 5445.00 PAVEMENT, REMOVE | | | 0005 202-02241 416.400 m | 8.00000 3331.20| 6.00000 2498.40| 8.00000 3331.20 GUARDRAIL, REMOVE | | | 0006 202-02271 4.000 EACH| 200.00000 800.00| 125.00000 500.00| 200.00000 800.00 HEADWALL, REMOVE | | | 0007 202-02276 4.000 EACH| 200.00000 800.00| 150.00000 600.00| 300.00000 1200.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 674.000 m | 8.50000 5729.00| 4.50000 3033.00| 15.00000 10110.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 24500.00000 24500.00| 34893.00000 34893.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 587.000 m2 | 5.75000 3375.25| 2.98000 1749.26| 8.00000 4696.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 183.000 m2 | 7.50000 1372.50| 3.60000 658.80| 8.00000 1464.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 469.000 m3 | 12.00000 5628.00| 8.00000 3752.00| 15.00000 7035.00 EXCAVATION, COMMON | | | 0013 303-52308 702.200 Mg | 15.00000 10533.00| 18.64000 13089.01| 30.00000 21066.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 808.000 m2 | 5.00000 4040.00| 6.73000 5437.84| 5.85000 4726.80 SEAL COAT, 2 | | | 0015 406-05521 183.000 m2 | 1.00000 183.00| 0.35000 64.05| 0.30000 54.90 ASPHALT FOR TACK COAT | | | 0016 501-05090 121.000 m2 | 55.00000 6655.00| 64.00000 7744.00| 65.00000 7865.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 601-01867 4.000 EACH| 1350.00000 5400.00| 1449.00000 5796.00| 1500.00000 6000.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0018 601-04746 2.000 EACH| 7500.00000 15000.00| 6440.00000 12880.00| 5600.00000 11200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 575.00000 2300.00| 633.00000 2532.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 510.540 m | 35.00000 17868.90| 36.51000 18639.82| 31.75000 16209.65 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 18.000 m | 60.00000 1080.00| 92.00000 1656.00| 75.00000 1350.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 135.000 m | 54.00000 7290.00| 85.50000 11542.50| 50.00000 6750.00 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 28.000 EACH| 8.00000 224.00| 8.62000 241.36| 8.00000 224.00 BARRIER DELINEATOR | | | 0024 610-05527 279.500 Mg | 80.00000 22360.00| 110.52000 30890.34| 97.00000 27111.50 HMA FOR APPROACHES | | | 0025 616-02320 1201.400 m2 | 2.50000 3003.50| 2.00000 2402.80| 2.00000 2402.80 GEOTEXTILES | | | 0026 616-06405 836.200 Mg | 34.00000 28430.80| 17.05000 14257.21| 30.00000 25086.00 RIPRAP, REVETMENT | | | 0027 702-51863 14.000 EACH| 10.00000 140.00| 6.00000 84.00| 20.00000 280.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 30.000 EACH| 14.00000 420.00| 8.00000 240.00| 20.00000 600.00 THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 1720.000 kg | 2.00000 3440.00| 1.65000 2838.00| 3.00000 5160.00 REINFORCING STEEL | | | 0030 703-51032 1107.000 kg | 2.20000 2435.40| 2.20000 2435.40| 3.00000 3321.00 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 92.000 EACH| 13.50000 1242.00| 10.00000 920.00| 20.00000 1840.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 704-51002 9.200 m3 | 1000.00000 9200.00| 1384.00000 12732.80| 1500.00000 13800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51025 7.200 m | 200.00000 1440.00| 400.00000 2880.00| 500.00000 3600.00 CONCRETE, C, RAILING | | | 0034 708-51806 5.000 m2 | 450.00000 2250.00| 538.00000 2690.00| 200.00000 1000.00 REPOINTING MASONRY | | | 0035 709-51821 LUMP| 2400.00000 2400.00| 2232.00000 2232.00| 4000.00000 4000.00 SURFACE SEAL | | | 0036 720-44296 8.000 EACH| 140.00000 1120.00| 125.00000 1000.00| 150.00000 1200.00 CAP INLET | | | 0037 722-51401 10.000 m2 | 160.00000 1600.00| 129.00000 1290.00| 175.00000 1750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 598.000 m2 | 48.00000 28704.00| 43.34000 25917.32| 55.00000 32890.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| 395.00000 1817.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 59.000 m2 | 80.00000 4720.00| 86.00000 5074.00| 75.00000 4425.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 587.000 m2 | 6.00000 3522.00| 2.98000 1749.26| 8.00000 4696.00 SURFACE MILLING | | | 0042 724-03276 18.600 m | 240.00000 4464.00| 246.00000 4575.60| 300.00000 5580.00 EXPANSION JOINT SEALING SYSTEM | | | 0043 801-06203 182.000 m | 1.50000 273.00| 1.44000 262.08| 0.50000 91.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1618.000 m | 3.10000 5015.80| 3.39000 5485.02| 2.70000 4368.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 6.000 m | 21.50000 129.00| 23.00000 138.00| 20.00000 120.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 100.00000 400.00| 74.00000 296.00| 115.00000 460.00 BARRICADE, IIIB | | | 0047 801-06640 22.000 EACH| 80.00000 1760.00| 61.00000 1342.00| 84.00000 1848.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 9750.00000 9750.00| 3500.00000 3500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0050 806-01851 LUMP| 14000.00000 14000.00| 18515.00000 18515.00| 13000.00000 13000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-06713 450.000 m | 0.90000 405.00| 0.72000 324.00| 0.70000 315.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 582.000 m | 0.90000 523.80| 0.72000 419.04| 0.70000 407.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 515.000 m | 2.50000 1287.50| 1.61000 829.15| 1.00000 515.00 LINE, REMOVE | | | SECTION TOTALS | $ 294,491.15| $ 297,573.06| $ 318,371.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,491.15| $ 297,573.06| $ 318,371.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2040801 |(6) 35-1128289 |SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1200.00000 4800.00| 700.00000 2800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 500.00000 500.00| 3500.00000 3500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 16500.00000 16500.00| 16128.75000 16128.75 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 121.000 m2 | 35.00000 4235.00| 25.00000 3025.00| 28.00000 3388.00 PAVEMENT, REMOVE | | | 0005 202-02241 416.400 m | 7.67000 3193.79| 7.30000 3039.72| 7.30000 3039.72 GUARDRAIL, REMOVE | | | 0006 202-02271 4.000 EACH| 50.00000 200.00| 450.00000 1800.00| 500.00000 2000.00 HEADWALL, REMOVE | | | 0007 202-02276 4.000 EACH| 50.00000 200.00| 450.00000 1800.00| 350.00000 1400.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 674.000 m | 1.00000 674.00| 20.00000 13480.00| 15.00000 10110.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 36047.00000 36047.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 587.000 m2 | 12.00000 7044.00| 8.00000 4696.00| 15.00000 8805.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 183.000 m2 | 6.00000 1098.00| 6.00000 1098.00| 9.25000 1692.75 SURFACE MILLING, ASPHALT | | | 0012 203-02000 469.000 m3 | 15.00000 7035.00| 16.00000 7504.00| 25.00000 11725.00 EXCAVATION, COMMON | | | 0013 303-52308 702.200 Mg | 20.00000 14044.00| 16.00000 11235.20| 21.50000 15097.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 808.000 m2 | 6.14000 4961.12| 5.85000 4726.80| 5.85000 4726.80 SEAL COAT, 2 | | | 0015 406-05521 183.000 m2 | 0.35000 64.05| 0.30000 54.90| 0.30000 54.90 ASPHALT FOR TACK COAT | | | 0016 501-05090 121.000 m2 | 50.00000 6050.00| 100.00000 12100.00| 81.00000 9801.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 601-01867 4.000 EACH| 1323.00000 5292.00| 1260.00000 5040.00| 1260.00000 5040.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0018 601-04746 2.000 EACH| 5880.00000 11760.00| 5600.00000 11200.00| 4300.00000 8600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 577.50000 2310.00| 550.00000 2200.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2040801 |(6) 35-1128289 |SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 510.540 m | 33.34000 17021.40| 31.75000 16209.65| 31.75000 16209.65 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 18.000 m | 70.00000 1260.00| 90.00000 1620.00| 42.50000 765.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 135.000 m | 70.00000 9450.00| 80.00000 10800.00| 40.00000 5400.00 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 28.000 EACH| 7.88000 220.64| 6.00000 168.00| 7.50000 210.00 BARRIER DELINEATOR | | | 0024 610-05527 279.500 Mg | 100.91000 28204.35| 96.10000 26859.95| 96.00000 26832.00 HMA FOR APPROACHES | | | 0025 616-02320 1201.400 m2 | 18.00000 21625.20| 3.50000 4204.90| 2.50000 3003.50 GEOTEXTILES | | | 0026 616-06405 836.200 Mg | 20.00000 16724.00| 27.50000 22995.50| 27.50000 22995.50 RIPRAP, REVETMENT | | | 0027 702-51863 14.000 EACH| 6.00000 84.00| 10.00000 140.00| 11.00000 154.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 30.000 EACH| 10.00000 300.00| 8.00000 240.00| 11.75000 352.50 THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 1720.000 kg | 2.00000 3440.00| 1.80000 3096.00| 1.40000 2408.00 REINFORCING STEEL | | | 0030 703-51032 1107.000 kg | 2.00000 2214.00| 2.00000 2214.00| 1.60000 1771.20 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 92.000 EACH| 10.00000 920.00| 11.00000 1012.00| 13.50000 1242.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 9.200 m3 | 400.00000 3680.00| 1250.00000 11500.00| 1525.00000 14030.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51025 7.200 m | 75.00000 540.00| 310.00000 2232.00| 205.00000 1476.00 CONCRETE, C, RAILING | | | 0034 708-51806 5.000 m2 | 25.00000 125.00| 1250.00000 6250.00| 450.00000 2250.00 REPOINTING MASONRY | | | 0035 709-51821 LUMP| 3300.00000 3300.00| 3990.00000 3990.00| 4100.00000 4100.00 SURFACE SEAL | | | 0036 720-44296 8.000 EACH| 50.00000 400.00| 850.00000 6800.00| 600.00000 4800.00 CAP INLET | | | 0037 722-51401 10.000 m2 | 250.00000 2500.00| 500.00000 5000.00| 415.00000 4150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 598.000 m2 | 60.00000 35880.00| 70.00000 41860.00| 49.50000 29601.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| 395.00000 1817.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 59.000 m2 | 120.00000 7080.00| 95.00000 5605.00| 53.85000 3177.15 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2040801 |(6) 35-1128289 |SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-60824 587.000 m2 | 0.50000 293.50| 5.50000 3228.50| 4.00000 2348.00 SURFACE MILLING | | | 0042 724-03276 18.600 m | 350.00000 6510.00| 325.00000 6045.00| 550.00000 10230.00 EXPANSION JOINT SEALING SYSTEM | | | 0043 801-06203 182.000 m | 1.37000 249.34| 1.25000 227.50| 1.50000 273.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1618.000 m | 3.20000 5177.60| 2.95000 4773.10| 3.35000 5420.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 6.000 m | 19.22000 115.32| 20.00000 120.00| 22.50000 135.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 73.50000 294.00| 64.00000 256.00| 80.00000 320.00 BARRICADE, IIIB | | | 0047 801-06640 22.000 EACH| 60.90000 1339.80| 53.00000 1166.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 36.75000 147.00| 35.00000 140.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 25000.00000 25000.00| 3000.00000 3000.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0050 806-01851 LUMP| 15000.00000 15000.00| 13600.00000 13600.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0051 808-06713 450.000 m | 0.62000 279.00| 0.63000 283.50| 0.63000 283.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 582.000 m | 0.62000 360.84| 0.63000 366.66| 0.63000 366.66 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 515.000 m | 1.67000 860.05| 1.40000 721.00| 1.50000 772.50 LINE, REMOVE | | | SECTION TOTALS | $ 325,073.00| $ 331,340.88| $ 348,139.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 325,073.00| $ 331,340.88| $ 348,139.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 | |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 2778.19000 11112.76| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 2750.00000 2750.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17400.00000 17400.00| 19700.00000 19700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 121.000 m2 | 22.00000 2662.00| 60.00000 7260.00| PAVEMENT, REMOVE | | | 0005 202-02241 416.400 m | 8.00000 3331.20| 8.00000 3331.20| GUARDRAIL, REMOVE | | | 0006 202-02271 4.000 EACH| 130.00000 520.00| 350.00000 1400.00| HEADWALL, REMOVE | | | 0007 202-02276 4.000 EACH| 260.00000 1040.00| 460.00000 1840.00| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02277 674.000 m | 10.00000 6740.00| 15.00000 10110.00| GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 587.000 m2 | 4.00000 2348.00| 19.00000 11153.00| BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 183.000 m2 | 4.00000 732.00| 3.00000 549.00| SURFACE MILLING, ASPHALT | | | 0012 203-02000 469.000 m3 | 20.00000 9380.00| 25.00000 11725.00| EXCAVATION, COMMON | | | 0013 303-52308 702.200 Mg | 27.00000 18959.40| 20.00000 14044.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 808.000 m2 | 6.00000 4848.00| 5.00000 4040.00| SEAL COAT, 2 | | | 0015 406-05521 183.000 m2 | 0.35000 64.05| 3.50000 640.50| ASPHALT FOR TACK COAT | | | 0016 501-05090 121.000 m2 | 95.00000 11495.00| 100.00000 12100.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 601-01867 4.000 EACH| 1350.00000 5400.00| 1400.00000 5600.00| GUARDRAIL TRANSITION, TGB RETROFIT | | | 0018 601-04746 2.000 EACH| 6000.00000 12000.00| 6200.00000 12400.00| ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 4.000 EACH| 600.00000 2400.00| 605.00000 2420.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 | |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 510.540 m | 33.00000 16847.82| 35.00000 17868.90| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 18.000 m | 90.00000 1620.00| 120.00000 2160.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 135.000 m | 85.00000 11475.00| 84.00000 11340.00| TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 28.000 EACH| 8.50000 238.00| 8.25000 231.00| BARRIER DELINEATOR | | | 0024 610-05527 279.500 Mg | 100.00000 27950.00| 90.00000 25155.00| HMA FOR APPROACHES | | | 0025 616-02320 1201.400 m2 | 3.00000 3604.20| 4.25000 5105.95| GEOTEXTILES | | | 0026 616-06405 836.200 Mg | 20.00000 16724.00| 30.00000 25086.00| RIPRAP, REVETMENT | | | 0027 702-51863 14.000 EACH| 22.00000 308.00| 25.00000 350.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 30.000 EACH| 20.00000 600.00| 5.00000 150.00| THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 1720.000 kg | 1.80000 3096.00| 1.65000 2838.00| REINFORCING STEEL | | | 0030 703-51032 1107.000 kg | 2.00000 2214.00| 2.75000 3044.25| REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 92.000 EACH| 20.00000 1840.00| 13.50000 1242.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 9.200 m3 | 1300.00000 11960.00| 1350.00000 12420.00| CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51025 7.200 m | 450.00000 3240.00| 590.00000 4248.00| CONCRETE, C, RAILING | | | 0034 708-51806 5.000 m2 | 250.00000 1250.00| 525.00000 2625.00| REPOINTING MASONRY | | | 0035 709-51821 LUMP| 2500.00000 2500.00| 4950.00000 4950.00| SURFACE SEAL | | | 0036 720-44296 8.000 EACH| 280.00000 2240.00| 500.00000 4000.00| CAP INLET | | | 0037 722-51401 10.000 m2 | 100.00000 1000.00| 700.00000 7000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 598.000 m2 | 80.00000 47840.00| 75.00000 44850.00| BRIDGE DECK OVERLAY | | | 0039 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 59.000 m2 | 75.00000 4425.00| 300.00000 17700.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 560 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,279.06 ROUTE : I-74 CALL ORDER : 560 CONTRACT ID : B -24590-A COUNTIES : SHELBY DECATUR LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 | |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-60824 587.000 m2 | 4.00000 2348.00| 2.30000 1350.10| SURFACE MILLING | | | 0042 724-03276 18.600 m | 275.00000 5115.00| 425.00000 7905.00| EXPANSION JOINT SEALING SYSTEM | | | 0043 801-06203 182.000 m | 2.00000 364.00| 1.40000 254.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1618.000 m | 3.05000 4934.90| 3.40000 5501.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 6.000 m | 22.00000 132.00| 21.00000 126.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 100.00000 400.00| 77.00000 308.00| BARRICADE, IIIB | | | 0047 801-06640 22.000 EACH| 125.00000 2750.00| 63.80000 1403.60| CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 50.00000 200.00| 35.00000 140.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 25000.00000 25000.00| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0050 806-01851 LUMP| 20000.00000 20000.00| 16000.00000 16000.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0051 808-06713 450.000 m | 0.70000 315.00| 0.75000 337.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 582.000 m | 0.70000 407.40| 0.75000 436.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 515.000 m | 2.00000 1030.00| 2.00000 1030.00| LINE, REMOVE | | | SECTION TOTALS | $ 348,604.97| $ 394,149.26| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,604.97| $ 394,149.26| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/06/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9969007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 632,510.97 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 667,632.85 105.5527% 3 61-1013120 T & C CONTRACTING, INC. $ 695,032.67 109.8846% 4 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 704,012.80 111.3044% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1549010 |(3) 61-1013120 |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1344.00000 16128.00| 1400.00000 16800.00| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15624.00000 15624.00| 16500.00000 16500.00| 13950.00000 13950.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41048.00000 41048.00| 24500.00000 24500.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8303.68000 8303.68| 18000.00000 18000.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 11480.00000 11480.00| 18000.00000 18000.00| 14800.00000 14800.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 135.000 m2 | 17.86000 2411.10| 16.00000 2160.00| 9.00000 1215.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 3064.000 m3 | 14.56000 44611.84| 10.25000 31406.00| 11.75000 36002.00 EXCAVATION, COMMON | | | 0008 203-02010 740.000 m3 | 31.36000 23206.40| 39.00000 28860.00| 40.00000 29600.00 EXCAVATION, ROCK | | | 0009 203-02070 1106.000 m3 | 6.16000 6812.96| 14.25000 15760.50| 20.00000 22120.00 BORROW | | | 0010 205-02224 500.000 m | 5.88000 2940.00| 6.25000 3125.00| 5.25000 2625.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 88.000 m | 22.40000 1971.20| 31.00000 2728.00| 74.38000 6545.44 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 6.000 EACH| 67.20000 403.20| 75.00000 450.00| 60.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1549010 |(3) 61-1013120 |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51215 14.000 m3 | 91.84000 1285.76| 260.00000 3640.00| 210.00000 2940.00 EXCAVATION, X | | | 0014 206-51220 33.000 m3 | 28.00000 924.00| 130.00000 4290.00| 7.50000 247.50 EXCAVATION, WET | | | 0015 211-02060 516.000 m3 | 19.44000 10031.04| 25.50000 13158.00| 38.00000 19608.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 40.000 m3 | 84.00000 3360.00| 125.00000 5000.00| 150.00000 6000.00 FLOWABLE MORTAR | | | 0017 303-04095 126.000 Mg | 16.36000 2061.36| 28.50000 3591.00| 22.25000 2803.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0018 303-52308 1710.000 Mg | 14.12000 24145.20| 15.50000 26505.00| 13.85000 23683.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05474 554.000 Mg | 39.20000 21716.80| 50.00000 27700.00| 38.50000 21329.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 264.000 Mg | 56.00000 14784.00| 61.00000 16104.00| 47.55000 12553.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 3329.000 m2 | 0.56000 1864.24| 0.90000 2996.10| 0.50000 1664.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3495.000 m2 | 0.17000 594.15| 0.70000 2446.50| 0.20000 699.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 145.000 m2 | 61.60000 8932.00| 62.00000 8990.00| 70.00000 10150.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-03130 4.000 EACH| 347.20000 1388.80| 1050.00000 4200.00| 900.00000 3600.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0025 601-06037 4.000 EACH| 627.20000 2508.80| 650.00000 2600.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 61.000 m | 36.96000 2254.56| 42.00000 2562.00| 41.10000 2507.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 611-06497 1.000 EACH| 207.20000 207.20| 125.00000 125.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 616-02320 1013.000 m2 | 2.24000 2269.12| 3.00000 3039.00| 4.00000 4052.00 GEOTEXTILES | | | 0029 616-06405 875.000 Mg | 17.92000 15680.00| 19.75000 17281.25| 26.50000 23187.50 RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH| 728.00000 1456.00| 850.00000 1700.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 1.000 Mg | 640.64000 640.64| 625.00000 625.00| 572.00000 572.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1549010 |(3) 61-1013120 |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06548 11.000 kg | 61.60000 677.60| 65.00000 715.00| 55.00000 605.00 SEED MIXTURE, CV | | | 0033 621-06553 186.000 kg | 6.00000 1116.00| 6.00000 1116.00| 5.36000 996.96 SEED MIXTURE, R | | | 0034 621-06565 4.500 Mg | 512.40000 2305.80| 510.00000 2295.00| 457.50000 2058.75 MULCHING MATERIAL | | | 0035 621-06567 180.000 kL | 0.59000 106.20| 0.53000 95.40| 0.53000 95.40 WATER | | | 0036 621-06574 705.000 m2 | 5.08000 3581.40| 6.00000 4230.00| 4.54000 3200.70 SODDING | | | 0037 622-52436 7.000 EACH| 25.20000 176.40| 30.00000 210.00| 22.50000 157.50 SIGN, DO NOT MOW OR SPRAY | | | 0038 622-91786 229.000 EACH| 6.72000 1538.88| 9.00000 2061.00| 6.00000 1374.00 SEEDLING | | | 0039 622-98200 4.000 EACH| 25.20000 100.80| 30.00000 120.00| 22.50000 90.00 SIGN, DO NOT DISTURB | | | 0040 701-02938 38.000 m | 280.00000 10640.00| 200.00000 7600.00| 750.00000 28500.00 CORED HOLE IN ROCK, 610 mm | | | 0041 701-51195 42.000 m | 114.24000 4798.08| 154.00000 6468.00| 180.00000 7560.00 PILE, STEEL H, HP 310 X 79 | | | 0042 702-51005 76.500 m3 | 490.20000 37500.30| 420.00000 32130.00| 435.00000 33277.50 CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 13.200 m3 | 340.33000 4492.36| 410.00000 5412.00| 410.00000 5412.00 CONCRETE, B, FOOTINGS | | | 0044 702-90915 3.300 m3 | 616.00000 2032.80| 650.00000 2145.00| 630.00000 2079.00 CONCRETE, A | | | 0045 703-51030 10715.000 kg | 1.21000 12965.15| 1.23000 13179.45| 1.24000 13286.60 REINFORCING STEEL | | | 0046 703-51032 19340.000 kg | 1.38000 26689.20| 1.43000 27656.20| 1.41000 27269.40 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 139.000 m3 | 564.48000 78462.72| 475.00000 66025.00| 560.00000 77840.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-91957 114.300 m | 174.72000 19970.50| 210.00000 24003.00| 203.58000 23269.19 BRIDGE RAILING, THRIE BEAM | | | 0049 707-05985 219.440 m | 439.00000 96334.16| 455.00000 99845.20| 450.00000 98748.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0050 709-51821 LUMP| 3091.20000 3091.20| 4000.00000 4000.00| 2760.00000 2760.00 SURFACE SEAL | | | 0051 715-05119 11.500 m | 37.07000 426.31| 70.00000 805.00| 108.00000 1242.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1549010 |(3) 61-1013120 |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05169 36.300 m | 37.07000 1345.64| 70.00000 2541.00| 90.00000 3267.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05285 43.000 m | 420.22000 18069.46| 550.00000 23650.00| 510.00000 21930.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.80 | | | m2 | | | 0054 715-05365 11.750 m | 71.66000 842.01| 95.00000 1116.25| 140.00000 1645.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0055 715-46005 8.000 EACH| 360.64000 2885.12| 195.00000 1560.00| 210.00000 1680.00 PIPE END SECTION, 375 mm | | | 0056 715-46065 2.000 EACH| 416.64000 833.28| 250.00000 500.00| 400.00000 800.00 PIPE END SECTION, MIN. AREA .27 m2 | | | 0057 801-04308 4.000 EACH| 268.80000 1075.20| 475.00000 1900.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 6.000 EACH| 115.36000 692.16| 145.00000 870.00| 200.00000 1200.00 BARRICADE, IIIA | | | 0059 801-06606 6.000 EACH| 126.56000 759.36| 155.00000 930.00| 250.00000 1500.00 BARRICADE, IIIB | | | 0060 801-06625 8.000 EACH| 106.40000 851.20| 135.00000 1080.00| 70.00000 560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 4.000 EACH| 100.80000 403.20| 175.00000 700.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 5040.00000 5040.00| 6000.00000 6000.00| 14100.00000 14100.00 MAINTAINING TRAFFIC | | | 0063 802-76025 2.900 m2 | 205.80000 596.82| 180.00000 522.00| 235.65000 683.39 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76055 8.500 m | 37.13000 315.61| 28.00000 238.00| 16.24000 138.04 SIGN POST, A | | | 0065 808-06713 800.000 m | 0.47000 376.00| 0.70000 560.00| 0.98000 784.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 800.000 m | 0.47000 376.00| 0.64000 512.00| 0.98000 784.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 632,510.97| $ 667,632.85| $ 695,032.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 632,510.97| $ 667,632.85| $ 695,032.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1600.00000 19200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14600.00000 14600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33250.00000 33250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16560.00000 16560.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 15795.00000 15795.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 135.000 m2 | 10.80000 1458.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 3064.000 m3 | 10.28000 31497.92| | EXCAVATION, COMMON | | | 0008 203-02010 740.000 m3 | 85.03000 62922.20| | EXCAVATION, ROCK | | | 0009 203-02070 1106.000 m3 | 13.08000 14466.48| | BORROW | | | 0010 205-02224 500.000 m | 7.32000 3660.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 88.000 m | 21.80000 1918.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 6.000 EACH| 99.00000 594.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51215 14.000 m3 | 130.71000 1829.94| | EXCAVATION, X | | | 0014 206-51220 33.000 m3 | 45.81000 1511.73| | EXCAVATION, WET | | | 0015 211-02060 516.000 m3 | 27.47000 14174.52| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 40.000 m3 | 326.87000 13074.80| | FLOWABLE MORTAR | | | 0017 303-04095 126.000 Mg | 24.25000 3055.50| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0018 303-52308 1710.000 Mg | 14.65000 25051.50| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05474 554.000 Mg | 42.50000 23545.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 264.000 Mg | 53.55000 14137.20| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 3329.000 m2 | 0.60000 1997.40| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 3495.000 m2 | 0.25000 873.75| | ASPHALT FOR TACK COAT | | | 0023 501-05090 145.000 m2 | 62.18000 9016.10| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-03130 4.000 EACH| 341.00000 1364.00| | GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0025 601-06037 4.000 EACH| 609.00000 2436.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-99105 61.000 m | 36.30000 2214.30| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 611-06497 1.000 EACH| 225.00000 225.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 616-02320 1013.000 m2 | 3.50000 3545.50| | GEOTEXTILES | | | 0029 616-06405 875.000 Mg | 17.25000 15093.75| | RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 1.000 Mg | 605.00000 605.00| | FERTILIZER | | | 0032 621-06548 11.000 kg | 56.00000 616.00| | SEED MIXTURE, CV | | | 0033 621-06553 186.000 kg | 9.35000 1739.10| | SEED MIXTURE, R | | | 0034 621-06565 4.500 Mg | 500.00000 2250.00| | MULCHING MATERIAL | | | 0035 621-06567 180.000 kL | 2.00000 360.00| | WATER | | | 0036 621-06574 705.000 m2 | 4.30000 3031.50| | SODDING | | | 0037 622-52436 7.000 EACH| 26.00000 182.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 622-91786 229.000 EACH| 14.10000 3228.90| | SEEDLING | | | 0039 622-98200 4.000 EACH| 26.00000 104.00| | SIGN, DO NOT DISTURB | | | 0040 701-02938 38.000 m | 442.30000 16807.40| | CORED HOLE IN ROCK, 610 mm | | | 0041 701-51195 42.000 m | 108.42000 4553.64| | PILE, STEEL H, HP 310 X 79 | | | 0042 702-51005 76.500 m3 | 477.48000 36527.22| | CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 13.200 m3 | 457.90000 6044.28| | CONCRETE, B, FOOTINGS | | | 0044 702-90915 3.300 m3 | 477.48000 1575.68| | CONCRETE, A | | | 0045 703-51030 10715.000 kg | 1.21000 12965.15| | REINFORCING STEEL | | | 0046 703-51032 19340.000 kg | 1.43000 27656.20| | REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 139.000 m3 | 508.00000 70612.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-91957 114.300 m | 171.00000 19545.30| | BRIDGE RAILING, THRIE BEAM | | | 0049 707-05985 219.440 m | 424.53000 93158.86| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0050 709-51821 LUMP| 4200.00000 4200.00| | SURFACE SEAL | | | 0051 715-05119 11.500 m | 61.62000 708.63| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0052 715-05169 36.300 m | 61.13000 2219.01| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05285 43.000 m | 652.00000 28036.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 4.80 | | | m2 | | | 0054 715-05365 11.750 m | 135.00000 1586.25| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0055 715-46005 8.000 EACH| 185.00000 1480.00| | PIPE END SECTION, 375 mm | | | 0056 715-46065 2.000 EACH| 256.00000 512.00| | PIPE END SECTION, MIN. AREA .27 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 570 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,993.78 ROUTE : CR 350W CALL ORDER : 570 CONTRACT ID : B -24593-A COUNTIES : RIPLEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-04308 4.000 EACH| 450.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 6.000 EACH| 230.00000 1380.00| | BARRICADE, IIIA | | | 0059 801-06606 6.000 EACH| 260.00000 1560.00| | BARRICADE, IIIB | | | 0060 801-06625 8.000 EACH| 77.00000 616.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 4.000 EACH| 165.00000 660.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 4695.00000 4695.00| | MAINTAINING TRAFFIC | | | 0063 802-76025 2.900 m2 | 199.63000 578.92| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76055 8.500 m | 43.15000 366.77| | SIGN POST, A | | | 0065 808-06713 800.000 m | 0.99000 792.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 800.000 m | 0.99000 792.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 704,012.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 704,012.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 574 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : PROSPECT STREET CALL ORDER : 574 CONTRACT ID : B -24701-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 457,375.98 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 486,289.95 106.3217% 3 35-1212938 ATLAS EXCAVATING, INC. $ 513,528.00 112.2769% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 516,859.53 113.0053% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 536,884.75 117.3836% 6 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL BID $ 554,567.55 121.2498% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J128001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,910,740.10 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 2,128,176.69 111.3797% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 800.00000 9600.00| 1500.00000 18000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 95000.00000 95000.00| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 124000.00000 124000.00| 265000.00000 265000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 525.000 m2 | 4.60000 2415.00| 7.00000 3675.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 775.000 m3 | 16.50000 12787.50| 31.20000 24180.00| EXCAVATION, COMMON | | | 0008 203-02010 240.000 m3 | 75.00000 18000.00| 110.00000 26400.00| EXCAVATION, ROCK | | | 0009 205-02224 220.000 m | 6.50000 1430.00| 5.58000 1227.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02233 115.000 m3 | 20.00000 2300.00| 40.00000 4600.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0011 205-02236 8.000 EACH| 100.00000 800.00| 60.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-06582 LUMP| 11500.00000 11500.00| 19000.00000 19000.00| ENVIRONMENTAL MITIGATION , MUSSELL | | | RELOCATION | | | 0013 206-51215 380.000 m3 | 125.00000 47500.00| 200.00000 76000.00| EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 545.000 m3 | 85.00000 46325.00| 200.00000 109000.00| EXCAVATION, WET | | | 0015 206-51230 361.000 m3 | 36.00000 12996.00| 20.00000 7220.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 81.400 m3 | 43.00000 3500.20| 25.00000 2035.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 99.000 m3 | 125.00000 12375.00| 80.00000 7920.00| FLOWABLE MORTAR | | | 0018 303-52308 126.000 Mg | 20.00000 2520.00| 20.00000 2520.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 930.000 Mg | 52.00000 48360.00| 50.00000 46500.00| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 325.000 Mg | 54.00000 17550.00| 52.00000 16900.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05475 240.000 Mg | 57.00000 13680.00| 55.00000 13200.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0022 402-05477 180.000 Mg | 67.00000 12060.00| 65.00000 11700.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 50.000 Mg | 57.00000 2850.00| 55.00000 2750.00| HMA WEDGE AND LEVEL | | | 0024 406-05521 9038.000 m2 | 0.20000 1807.60| 0.15000 1355.70| ASPHALT FOR TACK COAT | | | 0025 501-05090 228.000 m2 | 50.00000 11400.00| 72.00000 16416.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0026 601-01522 4.000 EACH| 1320.00000 5280.00| 1225.00000 4900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01846 1.000 EACH| 1780.00000 1780.00| 1675.00000 1675.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-02103 90.405 m | 47.00000 4249.04| 45.00000 4068.23| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0029 601-05999 2.000 EACH| 42.00000 84.00| 40.00000 80.00| CURVED TERMINAL END | | | 0030 601-06037 3.000 EACH| 700.00000 2100.00| 640.00000 1920.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 10.000 m | 40.00000 400.00| 38.00000 380.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06032 55.043 m | 205.00000 11283.82| 248.00000 13650.66| BARRIER, MEDIAN, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 604-06069 2.930 m2 | 57.00000 167.01| 150.00000 439.50| CURB RAMP, CONCRETE | | | 0034 604-91531 195.000 m2 | 28.00000 5460.00| 40.00000 7800.00| SIDEWALK, CONCRETE, 100 mm | | | 0035 604-93490 240.000 m2 | 50.00000 12000.00| 10.00000 2400.00| SIDEWALK, BRICK , REMOVE | | | 0036 605-06105 38.500 m | 44.00000 1694.00| 85.00000 3272.50| CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0037 605-06155 309.000 m | 40.00000 12360.00| 51.00000 15759.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 611-05330 140.000 m2 | 41.00000 5740.00| 50.00000 7000.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 615-99189 1.000 EACH| 1300.00000 1300.00| 1000.00000 1000.00| PLAQUE, ALUMINUM | | | 0040 616-02320 2190.000 m2 | 4.50000 9855.00| 2.50000 5475.00| GEOTEXTILES | | | 0041 616-05688 2390.000 Mg | 37.00000 88430.00| 28.00000 66920.00| RIPRAP, CLASS 1 | | | 0042 616-06405 6.000 Mg | 30.00000 180.00| 22.00000 132.00| RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 330.00000 660.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06560 4250.000 m2 | 0.60000 2550.00| 0.54000 2295.00| MULCHED SEEDING, U | | | 0045 621-06567 2.000 kL | 0.60000 1.20| 0.53000 1.06| WATER | | | 0046 621-06574 100.000 m2 | 14.20000 1420.00| 13.80000 1380.00| SODDING | | | 0047 622-52436 3.000 EACH| 27.00000 81.00| 25.00000 75.00| SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 200.000 EACH| 9.00000 1800.00| 8.25000 1650.00| SEEDLING | | | 0049 701-90976 28755.000 kg | 1.25000 35943.75| 1.15000 33068.25| REINFORCING STEEL, GRADE 60 | | | 0050 701-91792 14.000 EACH| 100.00000 1400.00| 200.00000 2800.00| PILE TIP, STEEL H | | | 0051 701-95780 98.000 m | 185.00000 18130.00| 105.00000 10290.00| PILE, STEEL H, HP 310 X 110 | | | 0052 702-51005 537.800 m3 | 310.00000 166718.00| 400.00000 215120.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-51015 138.600 m3 | 210.00000 29106.00| 400.00000 55440.00| CONCRETE, B, FOOTINGS | | | 0054 702-51110 348.400 kg | 3.90000 1358.76| 7.00000 2438.80| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-03622 22.000 EACH| 18.00000 396.00| 14.00000 308.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0056 703-51032 125249.000 kg | 1.25000 156561.25| 1.25000 156561.25| REINFORCING STEEL, EPOXY COATED | | | 0057 703-97936 137.000 EACH| 19.00000 2603.00| 15.00000 2055.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0058 704-51002 588.700 m3 | 390.00000 229593.00| 425.00000 250197.50| CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-04683 259.767 m | 185.00000 48056.90| 325.00000 84424.28| RAILING , TX, MODIFIED | | | 0060 706-05732 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0061 707-05987 328.670 m | 783.00000 257348.61| 400.00000 131468.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0062 709-51821 LUMP| 13000.00000 13000.00| 12000.00000 12000.00| SURFACE SEAL | | | 0063 715-02962 2.000 EACH| 2000.00000 4000.00| 1990.00000 3980.00| BUTTERFLY VALVE, 400 mm , MJDI | | | 0064 715-04809 112.000 m | 17.00000 1904.00| 40.00000 4480.00| PIPE, PVC, 75mm | | | 0065 715-05048 321.600 m | 3.80000 1222.08| 15.10000 4856.16| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05151 82.800 m | 145.00000 12006.00| 82.00000 6789.60| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-44240 37.900 m3 | 500.00000 18950.00| 450.00000 17055.00| CONCRETE, A, STRUCTURES | | | 0068 715-44276 55.000 m | 24.00000 1320.00| 45.00000 2475.00| PIPE, PVC, PERF., 100 mm | | | 0069 715-91361 5.960 m | 110.00000 655.60| 48.00000 286.08| PIPE, PVC, 150 mm | | | 0070 718-52610 72.500 m3 | 60.00000 4350.00| 30.60000 2218.50| AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 643.200 m2 | 1.40000 900.48| 4.65000 2990.88| GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-44000 1.000 EACH| 275.00000 275.00| 400.00000 400.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-44296 2.000 EACH| 375.00000 750.00| 595.00000 1190.00| CAP INLET | | | 0074 720-45045 2.000 EACH| 850.00000 1700.00| 1585.00000 3170.00| INLET, J10 | | | 0075 720-45055 3.000 EACH| 850.00000 2550.00| 1585.00000 4755.00| INLET, M10 | | | 0076 720-45141 2.000 EACH| 1900.00000 3800.00| 1712.00000 3424.00| INLET, H5, MODIFIED | | | 0077 720-98174 1.000 EACH| 1500.00000 1500.00| 2105.00000 2105.00| INLET, B15 | | | 0078 724-51925 30.528 m | 290.00000 8853.12| 300.00000 9158.40| STRUCTURAL EXPANSION JOINT, SS | | | 0079 732-03072 2.000 EACH| 990.00000 1980.00| 336.00000 672.00| TEE , MJDI, 400 mm x 400 mm x 200 mm | | | 0080 732-03074 2.000 EACH| 350.00000 700.00| 340.00000 680.00| REDUCER , RJDI, 400 mm x 300 mm | | | 0081 732-04751 2.000 EACH| 725.00000 1450.00| 437.00000 874.00| WATER SERVICE , LINE RECONNECTION | | | 0082 732-04776 2.000 EACH| 300.00000 600.00| 244.00000 488.00| BEND , MJDI, 200 mm, 90 DEG, | | | 0083 732-04776 1.000 EACH| 700.00000 700.00| 650.00000 650.00| BEND , MJDI, 400 mm, 22.5 DEG. | | | 0084 732-04776 1.000 EACH| 900.00000 900.00| 650.00000 650.00| BEND , MJDI, 400 mm, 45 DEG. | | | 0085 732-04776 3.000 EACH| 1000.00000 3000.00| 650.00000 1950.00| BEND , RJDI, 400 mm, 45 DEG. | | | 0086 732-04776 1.000 EACH| 1000.00000 1000.00| 665.00000 665.00| BEND , VERTICAL, RJDI, 400 mm, 11.25 | | | DEG. | | | 0087 732-04836 2.000 EACH| 1300.00000 2600.00| 1150.00000 2300.00| GATE VALVE AND BOX, 300 mm, MJDI | | | 0088 732-04837 2.000 EACH| 200.00000 400.00| 120.00000 240.00| PLUG , TAPPING, RJDI, 300 mm | | | 0089 732-04964 101.500 m | 595.00000 60392.50| 600.00000 60900.00| WATER MAIN , DUCTILE IRON, RJDI, AERIAL | | | SUPPORTED, 400 mm | | | 0090 732-04964 4.600 m | 445.00000 2047.00| 948.85000 4364.71| WATER MAIN , DUCTILE IRON, TYPE A | | | BACKFILL, 200 mm | | | 0091 732-04964 33.800 m | 185.00000 6253.00| 127.95000 4324.71| WATER MAIN , DUCTILE IRON, TYPE A | | | BACKFILL, 400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,294,911.09 ROUTE : CARROLL STREET CALL ORDER : 580 CONTRACT ID : B -24706-A COUNTIES : WABASH LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1057237 | |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 732-04964 64.900 m | 150.00000 9735.00| 91.55000 5941.60| WATER MAIN , DUCTILE IRON, TYPE B | | | BACKFILL, 300 mm | | | 0093 732-04964 143.900 m | 180.00000 25902.00| 142.80000 20548.92| WATER MAIN , DUCTILE IRON, TYPE B | | | BACKFILL, 400 mm | | | 0095 732-04964 15.500 m | 42.00000 651.00| 69.20000 1072.60| WATER MAIN , EXISTING, REMOVE AND | | | BACKFILL, 200 mm | | | 0096 732-04964 123.100 m | 28.00000 3446.80| 38.00000 4677.80| WATER MAIN , EXISTING, REMOVE, 200 mm | | | 0097 732-04965 32.300 m | 90.00000 2907.00| 55.75000 1800.73| WATER SERVICE LINE | | | 0098 732-06581 2.000 EACH| 9800.00000 19600.00| 5670.00000 11340.00| JOINT , FLEXIBLE EXPANSION, DUCTILE | | | IRON, 400 mm | | | 0099 732-06623 4.000 EACH| 500.00000 2000.00| 2040.00000 8160.00| SLEEVE , STEEL, AND CASING SPACER | | | 0100 732-06623 2.000 EACH| 450.00000 900.00| 1575.00000 3150.00| SLEEVE , STEEL, AND WALL SEAL | | | 0101 801-04308 2.000 EACH| 1050.00000 2100.00| 530.00000 1060.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06605 8.000 EACH| 200.00000 1600.00| 206.00000 1648.00| BARRICADE, IIIA | | | 0103 801-06606 8.000 EACH| 215.00000 1720.00| 270.00000 2160.00| BARRICADE, IIIB | | | 0104 802-76025 1.600 m2 | 260.00000 416.00| 235.00000 376.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76055 17.068 m | 13.00000 221.88| 12.05000 205.67| SIGN POST, A | | | 0106 808-06714 600.000 m | 1.10000 660.00| 0.85000 510.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0107 732-02388 5.000 EACH| 175.00000 875.00| 562.00000 2810.00| WATER MAIN , EXISTING, PLUG, 200 mm | | | SECTION TOTALS | $ 1,910,740.10| $ 2,128,176.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,910,740.10| $ 2,128,176.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 147,671.00 ROUTE : 94 CALL ORDER : 600 CONTRACT ID : B -24872-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 113,996.62 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 128,000.00 112.2840% 3 36-3350477 EAGLE PAINTING & MAINTENANCE $ 138,000.00 121.0562% 4 35-2019240 CENTRAL PAINTING, INC. $ 140,000.00 122.8106% ==================================================================================================================================== |(1) 35-1645115 |(2) 35-1602596 |(3) 36-3350477 |THREE STAR PAINTING |ICARUS INDUSTRIAL PAINTING &|EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 5550.00000 5550.00| 6400.00000 6400.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 7908.72000 7908.72| 5080.00000 5080.00| 25000.00000 25000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0003 619-51859 LUMP| 7908.72000 7908.72| 5080.00000 5080.00| 25000.00000 25000.00 PAINT STEEL BRIDGE STURCTURE NO. 1 | | | 0004 619-60806 LUMP| 878.75000 878.75| 500.00000 500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 878.75000 878.75| 500.00000 500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 42179.84000 42179.84| 53220.00000 53220.00| 26000.00000 26000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 42179.84000 42179.84| 53220.00000 53220.00| 26000.00000 26000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 878.75000 878.75| 1000.00000 1000.00| 7000.00000 7000.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 878.75000 878.75| 1000.00000 1000.00| 7000.00000 7000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 878.75000 878.75| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 875.75000 875.75| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-01093 2.000 EACH| 1500.00000 3000.00| 500.00000 1000.00| 1000.00000 2000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 147,671.00 ROUTE : 94 CALL ORDER : 600 CONTRACT ID : B -24872-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1645115 |(2) 35-1602596 |(3) 36-3350477 |THREE STAR PAINTING |ICARUS INDUSTRIAL PAINTING &|EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 113,996.62| $ 128,000.00| $ 138,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,996.62| $ 128,000.00| $ 138,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 147,671.00 ROUTE : 94 CALL ORDER : 600 CONTRACT ID : B -24872-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 | | |CENTRAL PAINTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 5000.00000 5000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0003 619-51859 LUMP| 5000.00000 5000.00| | PAINT STEEL BRIDGE STURCTURE NO. 1 | | | 0004 619-60806 LUMP| 200.00000 200.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 200.00000 200.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 59200.00000 59200.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 59200.00000 59200.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 200.00000 200.00| | POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 200.00000 200.00| | POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 200.00000 200.00| | SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 200.00000 200.00| | SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-01093 2.000 EACH| 200.00000 400.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 140,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 606 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,499.98 ROUTE : I-70 CALL ORDER : 606 CONTRACT ID : B -24919-A COUNTIES : VIGO LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/24/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 070100N SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1663068 SIMS & PEDIGO COMPANY $ 116,446.43 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 156,584.81 134.4693% 3 35-1801998 CLR, INC. $ 197,773.60 169.8408% ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1111003 |(3) 35-1801998 |SIMS & PEDIGO COMPANY |WHITE CONSTRUCTION, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1850.00000 7400.00| 1750.00000 7000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 7800.00000 7800.00| 9750.00000 9750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 10000.00000 10000.00| 21750.00000 21750.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 602-06639 158.500 m | 75.00000 11887.50| 82.00000 12997.00| 88.00000 13948.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0006 621-01004 1.000 EACH| 400.00000 400.00| 405.00000 405.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06560 100.000 m2 | 5.00000 500.00| 4.55000 455.00| 7.50000 750.00 MULCHED SEEDING, U | | | 0008 703-51030 1204.000 kg | 2.25000 2709.00| 2.57000 3094.28| 3.00000 3612.00 REINFORCING STEEL | | | 0009 704-51002 10.200 m3 | 520.00000 5304.00| 2065.00000 21063.00| 2000.00000 20400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0010 706-51020 3.000 m3 | 600.00000 1800.00| 2125.00000 6375.00| 1000.00000 3000.00 CONCRETE, C, RAILING | | | 0011 711-51038 LUMP| 25000.00000 25000.00| 19200.00000 19200.00| 41000.00000 41000.00 STRUCTURAL STEEL | | | 0012 711-51864 10.000 EACH| 50.00000 500.00| 160.00000 1600.00| 39.00000 390.00 DRILLED HOLE | | | 0013 711-51877 LUMP| 6000.00000 6000.00| 16050.00000 16050.00| 4500.00000 4500.00 JACKING AND SUPPORTING BEAMS | | | 0014 724-03276 10.900 m | 300.00000 3270.00| 350.00000 3815.00| 450.00000 4905.00 EXPANSION JOINT SEALING SYSTEM | | | 0015 801-01093 2.000 EACH| 800.00000 1600.00| 420.00000 840.00| 450.00000 900.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 606 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,499.98 ROUTE : I-70 CALL ORDER : 606 CONTRACT ID : B -24919-A COUNTIES : VIGO LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1111003 |(3) 35-1801998 |SIMS & PEDIGO COMPANY |WHITE CONSTRUCTION, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 280.000 m | 3.50000 980.00| 3.20000 896.00| 3.90000 1092.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 14.000 EACH| 57.75000 808.50| 55.00000 770.00| 75.00000 1050.00 CONSTRUCTION SIGN, A | | | 0018 801-06645 1.000 EACH| 42.00000 42.00| 75.00000 75.00| 70.00000 70.00 CONSTRUCTION SIGN, B | | | 0019 801-06710 60.000 DAY | 20.00000 1200.00| 14.00000 840.00| 60.00000 3600.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0021 801-09133 2.000 EACH| 3150.00000 6300.00| 2300.00000 4600.00| 2400.00000 4800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 801-97643 43.900 m | 12.08000 530.31| 12.70000 557.53| 14.00000 614.60 TEMPORARY BUZZ STRIPS | | | 0023 808-06713 279.000 m | 0.79000 220.41| 1.25000 348.75| 1.50000 418.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 279.000 m | 0.79000 220.41| 1.25000 348.75| 1.50000 418.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0025 808-06716 50.000 m | 2.10000 105.00| 3.85000 192.50| 5.00000 250.00 LINE, REMOVE | | | 0026 808-75001 70.000 m | 0.99000 69.30| 1.60000 112.00| 1.50000 105.00 LINE, PAINT, BROKEN, WHITE, 125 mm | | | SECTION TOTALS | $ 116,446.43| $ 156,584.81| $ 197,773.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 116,446.43| $ 156,584.81| $ 197,773.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,967.00 ROUTE : 94 CALL ORDER : 610 CONTRACT ID : B -24933-A COUNTIES : LAPORTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 188,000.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 197,000.00 104.7872% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 215,000.00 114.3617% 4 35-1645115 THREE STAR PAINTING $ 218,456.00 116.2000% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-2019240 |(3) 35-1602596 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 10750.00000 10750.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 30000.00000 30000.00| 5000.00000 5000.00| 13036.00000 13036.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0003 619-51859 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| 15754.00000 15754.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0004 619-60806 LUMP| 5000.00000 5000.00| 200.00000 200.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 5000.00000 5000.00| 200.00000 200.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 33000.00000 33000.00| 87700.00000 87700.00| 77248.00000 77248.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 40000.00000 40000.00| 87700.00000 87700.00| 93212.00000 93212.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 10000.00000 10000.00| 200.00000 200.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 12000.00000 12000.00| 200.00000 200.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 500.00000 500.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 500.00000 500.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-01093 2.000 EACH| 1000.00000 2000.00| 200.00000 400.00| 500.00000 1000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,967.00 ROUTE : 94 CALL ORDER : 610 CONTRACT ID : B -24933-A COUNTIES : LAPORTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-3350477 |(2) 35-2019240 |(3) 35-1602596 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 188,000.00| $ 197,000.00| $ 215,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,000.00| $ 197,000.00| $ 215,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,967.00 ROUTE : 94 CALL ORDER : 610 CONTRACT ID : B -24933-A COUNTIES : LAPORTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 | | |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 110-01001 LUMP| 10773.00000 10773.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 13375.05000 13375.05| | PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0003 619-51859 LUMP| 17328.00000 17328.00| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0004 619-60806 LUMP| 1486.12000 1486.12| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 1923.33000 1923.33| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 71333.60000 71333.60| | CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 92416.00000 92416.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 1486.12000 1486.12| | POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 1925.33000 1925.33| | POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 1486.12000 1486.12| | SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 1923.33000 1923.33| | SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-01093 2.000 EACH| 1500.00000 3000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 218,456.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,456.00| | ====================================================================================================================================