INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3670012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 376,440.60 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 376,958.00 100.1374% 3 35-1549010 MCALISTER EXCAVATING CO $ 386,272.55 102.6118% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 397,536.98 105.6041% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 399,479.73 106.1202% 6 35-1609544 SCHUTT-LOOKABILL CO $ 411,589.00 109.3370% 7 35-1057871 SMOCK FANSLER CORPORATION $ 436,911.30 116.0638% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1600.00000 6400.00| 1500.00000 6000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 6275.00000 6275.00| 6350.00000 6350.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 5600.00000 5600.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 LFT | 5.00000 1000.00| 7.35000 1470.00| 8.00000 1600.00 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 30000.00000 30000.00| 7700.00000 7700.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 SYS | 10.00000 2200.00| 11.00000 2420.00| 7.50000 1650.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1312.000 CYS | 12.50000 16400.00| 13.75000 18040.00| 9.00000 11808.00 EXCAVATION, COMMON | | | 0009 203-02070 1369.000 CYS | 15.00000 20535.00| 13.00000 17797.00| 14.00000 19166.00 BORROW | | | 0010 203-51223 174.000 CYS | 10.00000 1740.00| 10.50000 1827.00| 21.00000 3654.00 EXCAVATION, WATERWAY | | | 0011 205-02224 425.000 LFT | 2.00000 850.00| 2.10000 892.50| 2.30000 977.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 577.000 LFT | 2.00000 1154.00| 2.70000 1557.90| 3.00000 1731.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51220 426.400 CYS | 10.00000 4264.00| 8.00000 3411.20| 16.00000 6822.40 EXCAVATION, WET | | | 0014 207-02045 824.300 CYS | 3.00000 2472.90| 5.50000 4533.65| 6.25000 5151.88 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 211-02060 551.000 CYS | 10.00000 5510.00| 21.75000 11984.25| 23.40000 12893.40 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 1696.700 TON | 15.00000 25450.50| 12.00000 20360.40| 16.25000 27571.38 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 267.700 TON | 40.70000 10895.39| 36.75000 9837.98| 41.00000 10975.70 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 568.200 TON | 38.50000 21875.70| 36.50000 20739.30| 40.00000 22728.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 181.100 TON | 49.50000 8964.45| 47.50000 8602.25| 51.00000 9236.10 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 141.000 TON | 44.00000 6204.00| 46.25000 6521.25| 46.00000 6486.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 916.000 SYS | 2.20000 2015.20| 3.25000 2977.00| 2.30000 2106.80 SEAL COAT, 2 | | | 0022 404-05514 51.200 SYS | 9.90000 506.88| 5.00000 256.00| 10.30000 527.36 SEAL COAT, 5 | | | 0023 405-05518 3248.600 SYS | 0.06000 194.91| 0.40000 1299.44| 0.40000 1299.44 ASPHALT FOR PRIME COAT | | | 0024 406-05521 4850.000 SYS | 0.06000 291.00| 0.05000 242.50| 0.05000 242.50 ASPHALT FOR TACK COAT | | | 0025 601-94689 4.000 EACH| 2134.00000 8536.00| 2050.05000 8200.20| 2130.00000 8520.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 806.250 LFT | 11.71000 9441.19| 11.50000 9271.88| 12.00000 9675.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-05527 152.800 TON | 64.90000 9916.72| 56.00000 8556.80| 68.00000 10390.40 HMA FOR APPROACHES | | | 0028 615-06490 18.000 EACH| 123.00000 2214.00| 118.00000 2124.00| 135.00000 2430.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 300.00000 900.00| 445.00000 1335.00| 475.00000 1425.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 350.00000 350.00| 395.00000 395.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 1577.500 SYS | 2.50000 3943.75| 1.60000 2524.00| 2.25000 3549.38 GEOTEXTILES | | | 0032 616-05688 565.400 TON | 30.00000 16962.00| 17.50000 9894.50| 18.50000 10459.90 RIPRAP, CLASS 1 | | | 0033 616-06405 650.300 TON | 17.00000 11055.10| 16.90000 10990.07| 17.50000 11380.25 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1917625 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06451 136.200 TON | 20.00000 2724.00| 21.50000 2928.30| 17.50000 2383.50 RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH| 100.00000 200.00| 490.00000 980.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06548 7.200 LBS | 24.75000 178.20| 23.50000 169.20| 26.00000 187.20 SEED MIXTURE, CV | | | 0037 621-06559 3480.000 SYS | 0.40000 1392.00| 0.37000 1287.60| 0.40000 1392.00 MULCHED SEEDING, R | | | 0038 621-06574 458.700 SYS | 4.45000 2041.21| 4.90000 2247.63| 4.65000 2132.96 SODDING | | | 0039 622-52436 4.000 EACH| 27.50000 110.00| 26.00000 104.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 100.000 EACH| 10.00000 1000.00| 9.45000 945.00| 10.00000 1000.00 SEEDLING | | | 0041 714-05678 51.000 LFT | 1600.00000 81600.00| 1925.00000 98175.00| 1725.00000 87975.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 26 FT. X 8 FT. | | | 0042 714-06660 61.500 SYS | 310.00000 19065.00| 510.00000 31365.00| 460.00000 28290.00 WINGWALL | | | 0043 715-03149 64.000 LFT | 20.00000 1280.00| 19.75000 1264.00| 16.50000 1056.00 PIPE, GROUP D, 15 IN. | | | 0044 715-46005 2.000 EACH| 225.00000 450.00| 210.00000 420.00| 220.00000 440.00 PIPE END SECTION, 15 IN. | | | 0045 801-04308 2.000 EACH| 176.00000 352.00| 420.00000 840.00| 195.00000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 4.000 EACH| 77.00000 308.00| 84.00000 336.00| 80.00000 320.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 99.00000 1881.00| 80.00000 1520.00| 105.00000 1995.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 16.000 EACH| 66.00000 1056.00| 68.00000 1088.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 38.50000 77.00| 21.00000 42.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0050 802-94715 LUMP| 250.00000 250.00| 450.00000 450.00| 300.00000 300.00 SIGNS, SHEET, REMOVE AND RESET | | | 0051 808-06713 2100.000 LFT | 0.10000 210.00| 0.12000 252.00| 0.10000 210.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-06714 4235.000 LFT | 0.10000 423.50| 0.12000 508.20| 0.10000 423.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 376,440.60| $ 376,958.00| $ 386,272.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,440.60| $ 376,958.00| $ 386,272.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1609544 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 800.00000 3200.00| 2300.00000 9200.00| 1400.00000 5600.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 5500.00000 5500.00| 7345.00000 7345.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19875.00000 19875.00| 19900.00000 19900.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3975.00000 3975.00| 7900.00000 7900.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 LFT | 7.00000 1400.00| 7.00000 1400.00| 8.00000 1600.00 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 35219.00000 35219.00| 12000.00000 12000.00| 23094.00000 23094.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 SYS | 12.50000 2750.00| 10.00000 2200.00| 8.00000 1760.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1312.000 CYS | 8.00000 10496.00| 12.40000 16268.80| 9.91000 13001.92 EXCAVATION, COMMON | | | 0009 203-02070 1369.000 CYS | 10.75000 14716.75| 13.20000 18070.80| 9.91000 13566.79 BORROW | | | 0010 203-51223 174.000 CYS | 10.00000 1740.00| 14.50000 2523.00| 12.00000 2088.00 EXCAVATION, WATERWAY | | | 0011 205-02224 425.000 LFT | 2.00000 850.00| 2.00000 850.00| 2.26000 960.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 577.000 LFT | 2.60000 1500.20| 2.60000 1500.20| 2.94000 1696.38 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 206-51220 426.400 CYS | 25.00000 10660.00| 16.25000 6929.00| 60.00000 25584.00 EXCAVATION, WET | | | 0014 207-02045 824.300 CYS | 8.00000 6594.40| 8.25000 6800.48| 2.00000 1648.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 211-02060 551.000 CYS | 26.00000 14326.00| 24.50000 13499.50| 21.53000 11863.03 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 1696.700 TON | 16.25000 27571.38| 13.00000 22057.10| 13.30000 22566.11 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 267.700 TON | 37.00000 9904.90| 48.80000 13063.76| 41.81000 11192.54 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 568.200 TON | 35.00000 19887.00| 43.90000 24943.98| 39.55000 22472.31 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 181.100 TON | 45.00000 8149.50| 58.60000 10612.46| 50.85000 9208.94 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1609544 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 141.000 TON | 40.00000 5640.00| 61.40000 8657.40| 45.20000 6373.20 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 916.000 SYS | 2.00000 1832.00| 4.00000 3664.00| 2.26000 2070.16 SEAL COAT, 2 | | | 0022 404-05514 51.200 SYS | 9.00000 460.80| 10.20000 522.24| 10.17000 520.70 SEAL COAT, 5 | | | 0023 405-05518 3248.600 SYS | 0.40000 1299.44| 0.40000 1299.44| 0.45000 1461.87 ASPHALT FOR PRIME COAT | | | 0024 406-05521 4850.000 SYS | 0.05000 242.50| 0.45000 2182.50| 0.06000 291.00 ASPHALT FOR TACK COAT | | | 0025 601-94689 4.000 EACH| 1940.00000 7760.00| 1940.00000 7760.00| 2192.00000 8768.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 806.250 LFT | 10.65000 8586.56| 10.65000 8586.56| 12.03000 9699.19 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-05527 152.800 TON | 59.00000 9015.20| 67.30000 10283.44| 66.60000 10176.48 HMA FOR APPROACHES | | | 0028 615-06490 18.000 EACH| 112.00000 2016.00| 112.00000 2016.00| 127.00000 2286.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 410.00000 1230.00| 410.00000 1230.00| 460.00000 1380.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 370.00000 370.00| 370.00000 370.00| 418.00000 418.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 1577.500 SYS | 2.00000 3155.00| 2.25000 3549.38| 1.61000 2539.78 GEOTEXTILES | | | 0032 616-05688 565.400 TON | 19.25000 10883.95| 18.25000 10318.55| 19.14000 10821.76 RIPRAP, CLASS 1 | | | 0033 616-06405 650.300 TON | 19.00000 12355.70| 17.00000 11055.10| 15.46000 10053.64 RIPRAP, REVETMENT | | | 0034 616-06451 136.200 TON | 30.00000 4086.00| 20.50000 2792.10| 19.14000 2606.87 RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH| 475.00000 950.00| 475.00000 950.00| 537.00000 1074.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06548 7.200 LBS | 22.50000 162.00| 22.50000 162.00| 25.43000 183.10 SEED MIXTURE, CV | | | 0037 621-06559 3480.000 SYS | 0.35000 1218.00| 0.35000 1218.00| 0.40000 1392.00 MULCHED SEEDING, R | | | 0038 621-06574 458.700 SYS | 5.00000 2293.50| 4.05000 1857.74| 4.58000 2100.85 SODDING | | | 0039 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-0918397 |(6) 35-1609544 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-91786 100.000 EACH| 9.00000 900.00| 9.00000 900.00| 10.00000 1000.00 SEEDLING | | | 0041 714-05678 51.000 LFT | 1765.00000 90015.00| 1775.00000 90525.00| 1905.00000 97155.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 26 FT. X 8 FT. | | | 0042 714-06660 61.500 SYS | 420.00000 25830.00| 440.00000 27060.00| 567.00000 34870.50 WINGWALL | | | 0043 715-03149 64.000 LFT | 20.00000 1280.00| 30.00000 1920.00| 16.67000 1066.88 PIPE, GROUP D, 15 IN. | | | 0044 715-46005 2.000 EACH| 165.00000 330.00| 275.00000 550.00| 164.00000 328.00 PIPE END SECTION, 15 IN. | | | 0045 801-04308 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 452.00000 904.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 4.000 EACH| 100.00000 400.00| 79.00000 316.00| 89.00000 356.00 BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 100.00000 1900.00| 75.00000 1425.00| 85.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 16.000 EACH| 75.00000 1200.00| 65.00000 1040.00| 74.00000 1184.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 25.00000 50.00| 20.00000 40.00| 23.00000 46.00 CONSTRUCTION SIGN, B | | | 0050 802-94715 LUMP| 600.00000 600.00| 350.00000 350.00| 100.00000 100.00 SIGNS, SHEET, REMOVE AND RESET | | | 0051 808-06713 2100.000 LFT | 0.12000 252.00| 0.12000 252.00| 0.14000 294.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-06714 4235.000 LFT | 0.12000 508.20| 0.12000 508.20| 0.14000 592.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 397,536.98| $ 399,479.73| $ 411,589.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,536.98| $ 399,479.73| $ 411,589.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 2500.00000 10000.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 LFT | 7.50000 1500.00| | GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 SYS | 8.00000 1760.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 1312.000 CYS | 10.00000 13120.00| | EXCAVATION, COMMON | | | 0009 203-02070 1369.000 CYS | 18.00000 24642.00| | BORROW | | | 0010 203-51223 174.000 CYS | 20.00000 3480.00| | EXCAVATION, WATERWAY | | | 0011 205-02224 425.000 LFT | 2.00000 850.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 577.000 LFT | 5.00000 2885.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 206-51220 426.400 CYS | 20.00000 8528.00| | EXCAVATION, WET | | | 0014 207-02045 824.300 CYS | 2.00000 1648.60| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 211-02060 551.000 CYS | 25.00000 13775.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 1696.700 TON | 13.00000 22057.10| | COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 267.700 TON | 39.00000 10440.30| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 568.200 TON | 39.00000 22159.80| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 181.100 TON | 50.00000 9055.00| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 141.000 TON | 49.00000 6909.00| | HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 916.000 SYS | 4.00000 3664.00| | SEAL COAT, 2 | | | 0022 404-05514 51.200 SYS | 5.00000 256.00| | SEAL COAT, 5 | | | 0023 405-05518 3248.600 SYS | 0.50000 1624.30| | ASPHALT FOR PRIME COAT | | | 0024 406-05521 4850.000 SYS | 0.05000 242.50| | ASPHALT FOR TACK COAT | | | 0025 601-94689 4.000 EACH| 2050.00000 8200.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 806.250 LFT | 16.00000 12900.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-05527 152.800 TON | 59.00000 9015.20| | HMA FOR APPROACHES | | | 0028 615-06490 18.000 EACH| 118.00000 2124.00| | RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 431.00000 1293.00| | MONUMENT, B | | | 0030 615-06527 1.000 EACH| 389.00000 389.00| | MONUMENT, SECTION CORNER | | | 0031 616-02320 1577.500 SYS | 2.00000 3155.00| | GEOTEXTILES | | | 0032 616-05688 565.400 TON | 41.00000 23181.40| | RIPRAP, CLASS 1 | | | 0033 616-06405 650.300 TON | 26.00000 16907.80| | RIPRAP, REVETMENT | | | 0034 616-06451 136.200 TON | 26.00000 3541.20| | RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06548 7.200 LBS | 24.00000 172.80| | SEED MIXTURE, CV | | | 0037 621-06559 3480.000 SYS | 0.40000 1392.00| | MULCHED SEEDING, R | | | 0038 621-06574 458.700 SYS | 4.50000 2064.15| | SODDING | | | 0039 622-52436 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 410 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,787.61 ROUTE : SR 244 CALL ORDER : 410 CONTRACT ID : B -23219-A COUNTIES : RUSH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-91786 100.000 EACH| 10.00000 1000.00| | SEEDLING | | | 0041 714-05678 51.000 LFT | 2121.00000 108171.00| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 26 FT. X 8 FT. | | | 0042 714-06660 61.500 SYS | 379.00000 23308.50| | WINGWALL | | | 0043 715-03149 64.000 LFT | 45.00000 2880.00| | PIPE, GROUP D, 15 IN. | | | 0044 715-46005 2.000 EACH| 480.00000 960.00| | PIPE END SECTION, 15 IN. | | | 0045 801-04308 2.000 EACH| 252.00000 504.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 4.000 EACH| 126.00000 504.00| | BARRICADE, IIIB | | | 0047 801-06625 19.000 EACH| 84.00000 1596.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 16.000 EACH| 105.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 32.00000 64.00| | CONSTRUCTION SIGN, B | | | 0050 802-94715 LUMP| 500.00000 500.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0051 808-06713 2100.000 LFT | 0.19000 399.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-06714 4235.000 LFT | 0.19000 804.65| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 436,911.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 436,911.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4165002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,009,002.01 100.0000% 2 35-1878024 RAGLE, INC. $ 1,063,728.43 105.4238% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,096,457.23 108.6674% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,113,301.81 110.3369% 5 35-0626844 RUDOLPH, J.H. & CO $ 1,194,447.44 118.3790% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,213,648.14 120.2820% 7 35-2072438 TD & O LLC $ 1,536,118.62 152.2413% ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |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 105-01925 10.000 MOS | 2000.00000 20000.00| 900.00000 9000.00| 1100.00000 11000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4726.51000 4726.51| 5000.00000 5000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11636.84000 11636.84| 53000.00000 53000.00| 54000.00000 54000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 128.600 m2 | 21.71000 2791.91| 20.00000 2572.00| 17.00000 2186.20 PAVEMENT, REMOVE | | | 0005 202-02241 335.300 m | 16.01000 5368.15| 7.00000 2347.10| 12.85000 4308.61 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 53456.34000 53456.34| 85500.00000 85500.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 28.250 m2 | 64.19000 1813.37| 60.00000 1695.00| 65.00000 1836.25 SLOPEWALL, REMOVE | | | 0008 202-60820 268.000 m2 | 6.38000 1709.84| 4.50000 1206.00| 6.00000 1608.00 SURFACE MILLING, ASPHALT | | | 0009 202-93974 2.000 EACH| 554.98000 1109.96| 500.00000 1000.00| 500.00000 1000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0010 202-94749 298.100 m | 6.23000 1857.16| 7.00000 2086.70| 12.50000 3726.25 CURB, ASPHALT, REMOVE | | | 0011 202-96022 2.000 EACH| 734.36000 1468.72| 500.00000 1000.00| 600.00000 1200.00 CONCRETE FOUNDATION, REMOVE | | | 0012 203-02070 106.600 m3 | 23.13000 2465.66| 1.00000 106.60| 35.00000 3731.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 380.000 m | 7.28000 2766.40| 2.00000 760.00| 6.55000 2489.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51230 134.100 m3 | 27.26000 3655.57| 20.00000 2682.00| 20.00000 2682.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 36.500 m3 | 34.48000 1258.52| 40.00000 1460.00| 45.00000 1642.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 70.000 m3 | 48.29000 3380.30| 50.00000 3500.00| 65.00000 4550.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 16.000 m3 | 201.88000 3230.08| 100.00000 1600.00| 150.00000 2400.00 FLOWABLE MORTAR | | | 0018 303-52308 463.700 Mg | 23.63000 10957.23| 20.00000 9274.00| 24.00000 11128.80 COMPACTED AGGREGATE, O, 53 | | | 0019 405-05518 278.800 m2 | 1.95000 543.66| 1.75000 487.90| 4.00000 1115.20 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1696.900 m2 | 0.23000 390.29| 0.20000 339.38| 0.35000 593.92 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1387.45000 5549.80| 1250.00000 5000.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-04746 2.000 EACH| 7020.48000 14040.96| 6325.00000 12650.00| 6325.00000 12650.00 ENERGY ABSORBING TERMINAL, CZ | | | 0023 601-06246 2.000 EACH| 34852.30000 69704.60| 31200.00000 62400.00| 31200.00000 62400.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0024 601-94689 4.000 EACH| 2197.72000 8790.88| 1980.00000 7920.00| 1980.00000 7920.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 76.200 m | 36.42000 2775.20| 32.00000 2438.40| 32.00000 2438.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06639 542.320 m | 54.52000 29567.29| 90.00000 48808.80| 65.00000 35250.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06646 360.000 m | 75.65000 27234.00| 90.00000 32400.00| 60.00000 21600.00 TEMPORARY CONCRETE BARRIER | | | 0028 602-06729 8.000 EACH| 8.88000 71.04| 7.00000 56.00| 8.00000 64.00 BARRIER DELINEATOR | | | 0029 610-05527 626.300 Mg | 66.07000 41379.64| 70.00000 43841.00| 50.00000 31315.00 HMA FOR APPROACHES | | | 0030 610-06257 188.600 m2 | 69.73000 13151.08| 60.00000 11316.00| 80.00000 15088.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 615-06515 1.000 EACH| 238.64000 238.64| 215.00000 215.00| 215.00000 215.00 MONUMENT, D | | | 0032 615-06520 1.000 EACH| 358.89000 358.89| 250.00000 250.00| 250.00000 250.00 MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-02320 186.900 m2 | 3.02000 564.44| 2.00000 373.80| 3.50000 654.15 GEOTEXTILES | | | 0034 616-06405 127.600 Mg | 30.90000 3942.84| 20.00000 2552.00| 32.00000 4083.20 RIPRAP, REVETMENT | | | 0035 616-51367 116.500 m2 | 71.08000 8280.82| 60.00000 6990.00| 85.00000 9902.50 SLOPEWALL, CONCRETE, 100 mm | | | 0036 616-93772 8.000 EACH| 54.36000 434.88| 100.00000 800.00| 285.00000 2280.00 INSPECTION HOLE | | | 0039 621-01004 2.000 EACH| 749.22000 1498.44| 50.00000 100.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.520 Mg | 871.13000 452.99| 600.00000 312.00| 780.00000 405.60 FERTILIZER | | | 0041 621-06548 0.640 kg | 68.52000 43.85| 50.00000 32.00| 60.00000 38.40 SEED MIXTURE, CV | | | 0042 621-06553 11.000 kg | 11.00000 121.00| 8.00000 88.00| 9.35000 102.85 SEED MIXTURE, R | | | 0043 621-06565 0.260 Mg | 734.11000 190.87| 500.00000 130.00| 665.00000 172.90 MULCHING MATERIAL | | | 0044 621-06567 10.400 kL | 2.12000 22.05| 1.00000 10.40| 1.00000 10.40 WATER | | | 0045 701-03753 324.600 m | 84.42000 27402.73| 100.00000 32460.00| 100.00000 32460.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0046 702-51005 25.500 m3 | 856.41000 21838.46| 650.00000 16575.00| 500.00000 12750.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 25.200 m3 | 314.25000 7919.10| 500.00000 12600.00| 350.00000 8820.00 CONCRETE, B, FOOTINGS | | | 0048 702-51110 584.400 kg | 6.10000 3564.84| 7.00000 4090.80| 5.00000 2922.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-51863 188.000 EACH| 9.61000 1806.68| 12.00000 2256.00| 7.00000 1316.00 FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-92857 42.000 m3 | 728.82000 30610.44| 650.00000 27300.00| 550.00000 23100.00 CONCRETE, C, SUBSTRUCTURE | | | 0051 703-01540 40.000 EACH| 9.41000 376.40| 11.50000 460.00| 9.00000 360.00 THREADED TIE BAR ASSEMBLY | | | 0052 703-51030 7241.000 kg | 1.30000 9413.30| 1.35000 9775.35| 1.40000 10137.40 REINFORCING STEEL | | | 0053 703-51032 39648.000 kg | 1.45000 57489.60| 1.50000 59472.00| 1.60000 63436.80 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 72.000 EACH| 9.41000 677.52| 12.50000 900.00| 10.00000 720.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 704-05892 195.500 m3 | 535.60000 104709.80| 550.00000 107525.00| 400.00000 78200.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 27.400 m3 | 592.90000 16245.46| 550.00000 15070.00| 550.00000 15070.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-01569 4.000 EACH| 1.11000 4.44| 1.00000 4.00| 500.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0058 706-05732 4.000 EACH| 1331.95000 5327.80| 900.00000 3600.00| 500.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 28.500 m3 | 606.84000 17294.94| 400.00000 11400.00| 550.00000 15675.00 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 7428.94000 7428.94| 6700.00000 6700.00| 6240.00000 6240.00 SURFACE SEAL | | | 0061 711-51038 LUMP| 97462.30000 97462.30| 108000.00000 108000.00| 155000.00000 155000.00 STRUCTURAL STEEL | | | 0062 711-51864 952.000 EACH| 11.10000 10567.20| 16.00000 15232.00| 10.00000 9520.00 DRILLED HOLE | | | 0063 711-51877 LUMP| 7578.84000 7578.84| 8800.00000 8800.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS | | | 0064 711-96242 11.000 EACH| 182.48000 2007.28| 300.00000 3300.00| 225.00000 2475.00 DIAPHRAGM, RESET | | | 0065 711-96800 1292.000 EACH| 2.39000 3087.88| 2.65000 3423.80| 2.65000 3423.80 STUD SHEAR CONNECTOR | | | 0066 715-05407 52.400 m | 35.32000 1850.77| 25.00000 1310.00| 50.00000 2620.00 PIPE, END BENT DRAIN, 150 mm | | | 0067 715-05914 110.000 m | 64.45000 7089.50| 70.00000 7700.00| 70.00000 7700.00 PIPE, PVC, 450 mm , CORRUGATED | | | 0068 715-46010 4.000 EACH| 154.46000 617.84| 250.00000 1000.00| 300.00000 1200.00 PIPE END SECTION, 450 mm | | | 0069 715-91361 4.600 m | 38.67000 177.88| 90.00000 414.00| 200.00000 920.00 PIPE, PVC, 150 mm | | | 0070 720-44296 8.000 EACH| 239.67000 1917.36| 400.00000 3200.00| 500.00000 4000.00 CAP INLET | | | 0071 722-60824 761.500 m2 | 0.01000 7.62| 1.00000 761.50| 6.00000 4569.00 SURFACE MILLING | | | 0072 726-58789 4.000 EACH| 1228.83000 4915.32| 1200.00000 4800.00| 1500.00000 6000.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0073 726-96576 8.000 EACH| 1679.20000 13433.60| 1200.00000 9600.00| 2000.00000 16000.00 BEARING ASSEMBLY, FIXED | | | 0074 726-99095 12.000 EACH| 1152.60000 13831.20| 1100.00000 13200.00| 1500.00000 18000.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0075 801-01093 4.000 EACH| 1104.41000 4417.64| 995.00000 3980.00| 995.00000 3980.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-01851 LUMP| 20811.70000 20811.70| 35000.00000 35000.00| 18750.00000 18750.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0077 801-06203 141.800 m | 1.35000 191.43| 1.20000 170.16| 1.20000 170.16 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 732.000 m | 3.58000 2620.56| 3.00000 2196.00| 3.20000 2342.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06218 42.000 m | 21.13000 887.46| 15.00000 630.00| 19.00000 798.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0080 801-06606 2.000 EACH| 138.75000 277.50| 125.00000 250.00| 125.00000 250.00 BARRICADE, IIIB | | | 0081 801-06640 32.000 EACH| 149.84000 4794.88| 125.00000 4000.00| 125.00000 4000.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 8.000 EACH| 44.40000 355.20| 40.00000 320.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0083 801-06710 95.000 DAY | 14.98000 1423.10| 13.00000 1235.00| 13.00000 1235.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 27164.54000 27164.54| 12000.00000 12000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0085 803-02310 1078.000 kg | 2.67000 2878.26| 2.40000 2587.20| 2.40000 2587.20 REINFORCING STEEL, SIGN FOUNDATION | | | 0086 803-06031 12.400 m3 | 489.25000 6066.70| 440.00000 5456.00| 440.00000 5456.00 SIGN FOUNDATIONS, CONCRETE | | | 0087 803-76140 2.000 EACH| 15983.39000 31966.78| 14400.00000 28800.00| 14400.00000 28800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0088 803-91084 2.000 EACH| 1553.94000 3107.88| 1400.00000 2800.00| 1400.00000 2800.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0089 804-06770 2.000 EACH| 38.85000 77.70| 20.00000 40.00| 15.00000 30.00 DELINEATOR POST | | | 0090 805-01652 44.830 m | 3.64000 163.18| 3.30000 147.94| 3.30000 147.94 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0091 805-06592 69.150 m | 36.65000 2534.35| 33.00000 2281.95| 33.00000 2281.95 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-86805 2.000 EACH| 1531.74000 3063.48| 1380.00000 2760.00| 1380.00000 2760.00 SERVICE POINT, I | | | 0093 805-86930 6.000 EACH| 19.98000 119.88| 18.00000 108.00| 18.00000 108.00 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1878024 |(3) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 805-86935 8.000 EACH| 27.75000 222.00| 25.00000 200.00| 25.00000 200.00 INSULATING LINK, WATERPROOFED | | | 0095 805-86955 1.000 EACH| 99.90000 99.90| 90.00000 90.00| 90.00000 90.00 CABLE DUCT MARKER | | | 0096 805-98335 30.792 m | 16.77000 516.38| 15.00000 461.88| 15.00000 461.88 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0097 805-98336 69.150 m | 16.77000 1159.65| 15.00000 1037.25| 15.00000 1037.25 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0098 807-78590 3.000 EACH| 693.72000 2081.16| 625.00000 1875.00| 625.00000 1875.00 HANDHOLE | | | 0099 807-82017 2.000 EACH| 665.98000 1331.96| 600.00000 1200.00| 600.00000 1200.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0100 807-86790 6.000 EACH| 443.98000 2663.88| 400.00000 2400.00| 400.00000 2400.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0101 807-86910 4.000 EACH| 33.30000 133.20| 30.00000 120.00| 30.00000 120.00 CONNECTOR KIT, UNFUSED | | | 0102 807-86915 4.000 EACH| 38.85000 155.40| 35.00000 140.00| 35.00000 140.00 CONNECTOR KIT, FUSED | | | 0103 807-86950 2.000 EACH| 22.20000 44.40| 20.00000 40.00| 20.00000 40.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 808-06713 431.300 m | 0.85000 366.61| 0.74000 319.16| 0.74000 319.16 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0105 808-06714 439.000 m | 0.85000 373.15| 0.74000 324.86| 0.74000 324.86 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0106 808-06716 521.500 m | 1.18000 615.37| 1.00000 521.50| 1.00000 521.50 LINE, REMOVE | | | 0107 808-75996 19.000 EACH| 7.39000 140.41| 5.00000 95.00| 25.00000 475.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0108 808-75998 19.000 EACH| 53.28000 1012.32| 48.00000 912.00| 48.00000 912.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0109 619-95457 LUMP| 45508.25000 45508.25| 35000.00000 35000.00| 37500.00000 37500.00 CLEAN AND PAINT STRUCTURAL STEEL | | | SECTION TOTALS | $ 1,009,002.01| $ 1,063,728.43| $ 1,096,457.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,009,002.01| $ 1,063,728.43| $ 1,096,457.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1200.00000 12000.00| 1620.00000 16200.00| 2070.00000 20700.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 59000.00000 59000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 128.600 m2 | 35.00000 4501.00| 32.70000 4205.22| 27.00000 3472.20 PAVEMENT, REMOVE | | | 0005 202-02241 335.300 m | 13.00000 4358.90| 7.20000 2414.16| 13.60000 4560.08 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 64000.00000 64000.00| 100000.00000 100000.00| 124000.00000 124000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 28.250 m2 | 90.00000 2542.50| 310.00000 8757.50| 18.00000 508.50 SLOPEWALL, REMOVE | | | 0008 202-60820 268.000 m2 | 6.00000 1608.00| 11.20000 3001.60| 3.80000 1018.40 SURFACE MILLING, ASPHALT | | | 0009 202-93974 2.000 EACH| 550.00000 1100.00| 555.00000 1110.00| 390.00000 780.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0010 202-94749 298.100 m | 10.00000 2981.00| 2.70000 804.87| 3.00000 894.30 CURB, ASPHALT, REMOVE | | | 0011 202-96022 2.000 EACH| 650.00000 1300.00| 666.00000 1332.00| 1045.00000 2090.00 CONCRETE FOUNDATION, REMOVE | | | 0012 203-02070 106.600 m3 | 55.00000 5863.00| 5.00000 533.00| 17.00000 1812.20 BORROW | | | 0013 205-02224 380.000 m | 6.75000 2565.00| 7.30000 2774.00| 6.90000 2622.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51230 134.100 m3 | 30.00000 4023.00| 50.00000 6705.00| 14.00000 1877.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 36.500 m3 | 60.00000 2190.00| 44.00000 1606.00| 25.00000 912.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 70.000 m3 | 60.00000 4200.00| 50.00000 3500.00| 27.00000 1890.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 16.000 m3 | 125.00000 2000.00| 136.00000 2176.00| 115.00000 1840.00 FLOWABLE MORTAR | | | 0018 303-52308 463.700 Mg | 22.00000 10201.40| 19.00000 8810.30| 21.40000 9923.18 COMPACTED AGGREGATE, O, 53 | | | 0019 405-05518 278.800 m2 | 1.80000 501.84| 1.60000 446.08| 2.00000 557.60 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1696.900 m2 | 0.20000 339.38| 0.50000 848.45| 0.20000 339.38 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1300.00000 5200.00| 1330.00000 5320.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-04746 2.000 EACH| 7000.00000 14000.00| 5440.00000 10880.00| 6700.00000 13400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0023 601-06246 2.000 EACH| 32000.00000 64000.00| 30700.00000 61400.00| 33070.00000 66140.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0024 601-94689 4.000 EACH| 2000.00000 8000.00| 2860.00000 11440.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 76.200 m | 33.00000 2514.60| 80.00000 6096.00| 34.00000 2590.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06639 542.320 m | 90.00000 48808.80| 65.00000 35250.80| 88.00000 47724.16 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06646 360.000 m | 85.00000 30600.00| 60.00000 21600.00| 82.00000 29520.00 TEMPORARY CONCRETE BARRIER | | | 0028 602-06729 8.000 EACH| 8.50000 68.00| 16.60000 132.80| 20.00000 160.00 BARRIER DELINEATOR | | | 0029 610-05527 626.300 Mg | 61.50000 38517.45| 64.00000 40083.20| 59.00000 36951.70 HMA FOR APPROACHES | | | 0030 610-06257 188.600 m2 | 60.00000 11316.00| 72.00000 13579.20| 62.00000 11693.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 615-06515 1.000 EACH| 225.00000 225.00| 457.00000 457.00| 225.00000 225.00 MONUMENT, D | | | 0032 615-06520 1.000 EACH| 500.00000 500.00| 114.00000 114.00| 220.00000 220.00 MONUMENT, RE-ESTABLISH | | | 0033 616-02320 186.900 m2 | 5.00000 934.50| 4.75000 887.78| 2.70000 504.63 GEOTEXTILES | | | 0034 616-06405 127.600 Mg | 26.00000 3317.60| 34.70000 4427.72| 28.50000 3636.60 RIPRAP, REVETMENT | | | 0035 616-51367 116.500 m2 | 40.00000 4660.00| 104.00000 12116.00| 44.00000 5126.00 SLOPEWALL, CONCRETE, 100 mm | | | 0036 616-93772 8.000 EACH| 100.00000 800.00| 120.00000 960.00| 95.00000 760.00 INSPECTION HOLE | | | 0039 621-01004 2.000 EACH| 700.00000 1400.00| 750.00000 1500.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.520 Mg | 800.00000 416.00| 870.00000 452.40| 800.00000 416.00 FERTILIZER | | | 0041 621-06548 0.640 kg | 62.00000 39.68| 66.60000 42.62| 64.00000 40.96 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06553 11.000 kg | 9.50000 104.50| 10.40000 114.40| 10.00000 110.00 SEED MIXTURE, R | | | 0043 621-06565 0.260 Mg | 675.00000 175.50| 740.00000 192.40| 705.00000 183.30 MULCHING MATERIAL | | | 0044 621-06567 10.400 kL | 1.00000 10.40| 1.11000 11.54| 1.00000 10.40 WATER | | | 0045 701-03753 324.600 m | 100.00000 32460.00| 73.00000 23695.80| 114.00000 37004.40 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0046 702-51005 25.500 m3 | 1000.00000 25500.00| 650.00000 16575.00| 518.00000 13209.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 25.200 m3 | 250.00000 6300.00| 372.00000 9374.40| 502.00000 12650.40 CONCRETE, B, FOOTINGS | | | 0048 702-51110 584.400 kg | 5.00000 2922.00| 4.90000 2863.56| 9.80000 5727.12 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-51863 188.000 EACH| 25.00000 4700.00| 10.30000 1936.40| 8.00000 1504.00 FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-92857 42.000 m3 | 650.00000 27300.00| 1060.00000 44520.00| 553.00000 23226.00 CONCRETE, C, SUBSTRUCTURE | | | 0051 703-01540 40.000 EACH| 22.00000 880.00| 18.80000 752.00| 10.00000 400.00 THREADED TIE BAR ASSEMBLY | | | 0052 703-51030 7241.000 kg | 1.25000 9051.25| 1.37000 9920.17| 1.32000 9558.12 REINFORCING STEEL | | | 0053 703-51032 39648.000 kg | 1.35000 53524.80| 1.34000 53128.32| 1.64000 65022.72 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 72.000 EACH| 22.00000 1584.00| 18.00000 1296.00| 13.00000 936.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-05892 195.500 m3 | 600.00000 117300.00| 674.00000 131767.00| 614.00000 120037.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 27.400 m3 | 600.00000 16440.00| 296.00000 8110.40| 572.00000 15672.80 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-01569 4.000 EACH| 1200.00000 4800.00| 100.00000 400.00| 1290.00000 5160.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0058 706-05732 4.000 EACH| 1200.00000 4800.00| 100.00000 400.00| 1385.00000 5540.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 28.500 m3 | 600.00000 17100.00| 690.00000 19665.00| 448.00000 12768.00 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 7000.00000 7000.00| 7400.00000 7400.00| 7250.00000 7250.00 SURFACE SEAL | | | 0061 711-51038 LUMP| 100000.00000 100000.00| 112000.00000 112000.00| 94210.00000 94210.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 711-51864 952.000 EACH| 16.00000 15232.00| 5.00000 4760.00| 21.00000 19992.00 DRILLED HOLE | | | 0063 711-51877 LUMP| 15000.00000 15000.00| 21900.00000 21900.00| 38000.00000 38000.00 JACKING AND SUPPORTING BEAMS | | | 0064 711-96242 11.000 EACH| 400.00000 4400.00| 1460.00000 16060.00| 652.00000 7172.00 DIAPHRAGM, RESET | | | 0065 711-96800 1292.000 EACH| 3.00000 3876.00| 1.83000 2364.36| 2.80000 3617.60 STUD SHEAR CONNECTOR | | | 0066 715-05407 52.400 m | 60.00000 3144.00| 35.40000 1854.96| 26.00000 1362.40 PIPE, END BENT DRAIN, 150 mm | | | 0067 715-05914 110.000 m | 65.00000 7150.00| 85.00000 9350.00| 68.00000 7480.00 PIPE, PVC, 450 mm , CORRUGATED | | | 0068 715-46010 4.000 EACH| 450.00000 1800.00| 257.00000 1028.00| 245.00000 980.00 PIPE END SECTION, 450 mm | | | 0069 715-91361 4.600 m | 170.00000 782.00| 53.70000 247.02| 22.00000 101.20 PIPE, PVC, 150 mm | | | 0070 720-44296 8.000 EACH| 230.00000 1840.00| 210.00000 1680.00| 240.00000 1920.00 CAP INLET | | | 0071 722-60824 761.500 m2 | 6.00000 4569.00| 4.76000 3624.74| 3.70000 2817.55 SURFACE MILLING | | | 0072 726-58789 4.000 EACH| 1400.00000 5600.00| 1060.00000 4240.00| 2142.00000 8568.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0073 726-96576 8.000 EACH| 1800.00000 14400.00| 1500.00000 12000.00| 2304.00000 18432.00 BEARING ASSEMBLY, FIXED | | | 0074 726-99095 12.000 EACH| 1350.00000 16200.00| 980.00000 11760.00| 1596.00000 19152.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0075 801-01093 4.000 EACH| 1050.00000 4200.00| 1220.00000 4880.00| 1050.00000 4200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-01851 LUMP| 25000.00000 25000.00| 21500.00000 21500.00| 20350.00000 20350.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0077 801-06203 141.800 m | 1.25000 177.25| 1.02000 144.64| 1.40000 198.52 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 732.000 m | 3.50000 2562.00| 3.28000 2400.96| 3.50000 2562.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06218 42.000 m | 20.00000 840.00| 20.00000 840.00| 20.00000 840.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0080 801-06606 2.000 EACH| 135.00000 270.00| 278.00000 556.00| 132.00000 264.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06640 32.000 EACH| 135.00000 4320.00| 128.00000 4096.00| 132.00000 4224.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 8.000 EACH| 45.00000 360.00| 44.40000 355.20| 43.00000 344.00 CONSTRUCTION SIGN, B | | | 0083 801-06710 95.000 DAY | 15.00000 1425.00| 20.00000 1900.00| 14.00000 1330.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 20000.00000 20000.00| 47000.00000 47000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0085 803-02310 1078.000 kg | 2.50000 2695.00| 2.66000 2867.48| 2.10000 2263.80 REINFORCING STEEL, SIGN FOUNDATION | | | 0086 803-06031 12.400 m3 | 475.00000 5890.00| 490.00000 6076.00| 427.00000 5294.80 SIGN FOUNDATIONS, CONCRETE | | | 0087 803-76140 2.000 EACH| 15000.00000 30000.00| 16000.00000 32000.00| 14835.00000 29670.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0088 803-91084 2.000 EACH| 1500.00000 3000.00| 1550.00000 3100.00| 1512.00000 3024.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0089 804-06770 2.000 EACH| 22.00000 44.00| 20.00000 40.00| 18.00000 36.00 DELINEATOR POST | | | 0090 805-01652 44.830 m | 3.50000 156.91| 3.66000 164.08| 4.10000 183.80 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0091 805-06592 69.150 m | 34.00000 2351.10| 36.60000 2530.89| 32.40000 2240.46 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-86805 2.000 EACH| 1450.00000 2900.00| 1530.00000 3060.00| 1340.00000 2680.00 SERVICE POINT, I | | | 0093 805-86930 6.000 EACH| 19.00000 114.00| 20.00000 120.00| 17.00000 102.00 INSULATING LINK, NOT WATERPROOFED | | | 0094 805-86935 8.000 EACH| 26.00000 208.00| 27.80000 222.40| 27.00000 216.00 INSULATING LINK, WATERPROOFED | | | 0095 805-86955 1.000 EACH| 95.00000 95.00| 100.00000 100.00| 97.00000 97.00 CABLE DUCT MARKER | | | 0096 805-98335 30.792 m | 16.00000 492.67| 16.70000 514.23| 16.40000 504.99 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0097 805-98336 69.150 m | 16.00000 1106.40| 16.70000 1154.81| 16.20000 1120.23 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0098 807-78590 3.000 EACH| 650.00000 1950.00| 694.00000 2082.00| 675.00000 2025.00 HANDHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0626844 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 807-82017 2.000 EACH| 625.00000 1250.00| 666.00000 1332.00| 630.00000 1260.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0100 807-86790 6.000 EACH| 415.00000 2490.00| 444.00000 2664.00| 495.00000 2970.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0101 807-86910 4.000 EACH| 31.00000 124.00| 33.30000 133.20| 38.00000 152.00 CONNECTOR KIT, UNFUSED | | | 0102 807-86915 4.000 EACH| 36.00000 144.00| 39.00000 156.00| 43.00000 172.00 CONNECTOR KIT, FUSED | | | 0103 807-86950 2.000 EACH| 21.00000 42.00| 22.20000 44.40| 26.00000 52.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 808-06713 431.300 m | 0.75000 323.48| 1.02000 439.93| 0.80000 345.04 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0105 808-06714 439.000 m | 0.75000 329.25| 1.02000 447.78| 0.80000 351.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0106 808-06716 521.500 m | 1.10000 573.65| 2.22000 1157.73| 1.00000 521.50 LINE, REMOVE | | | 0107 808-75996 19.000 EACH| 20.00000 380.00| 6.66000 126.54| 15.00000 285.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0108 808-75998 19.000 EACH| 50.00000 950.00| 94.00000 1786.00| 52.00000 988.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0109 619-95457 LUMP| 42000.00000 42000.00| 50500.00000 50500.00| 49000.00000 49000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | SECTION TOTALS | $ 1,113,301.81| $ 1,194,447.44| $ 1,213,648.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,113,301.81| $ 1,194,447.44| $ 1,213,648.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25500.00000 25500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 68991.65000 68991.65| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 128.600 m2 | 60.00000 7716.00| | PAVEMENT, REMOVE | | | 0005 202-02241 335.300 m | 7.15000 2397.40| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 28.250 m2 | 75.00000 2118.75| | SLOPEWALL, REMOVE | | | 0008 202-60820 268.000 m2 | 3.50000 938.00| | SURFACE MILLING, ASPHALT | | | 0009 202-93974 2.000 EACH| 575.00000 1150.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0010 202-94749 298.100 m | 10.00000 2981.00| | CURB, ASPHALT, REMOVE | | | 0011 202-96022 2.000 EACH| 690.00000 1380.00| | CONCRETE FOUNDATION, REMOVE | | | 0012 203-02070 106.600 m3 | 17.50000 1865.50| | BORROW | | | 0013 205-02224 380.000 m | 7.48000 2842.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51230 134.100 m3 | 40.00000 5364.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 36.500 m3 | 19.00000 693.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 70.000 m3 | 35.00000 2450.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 16.000 m3 | 165.00000 2640.00| | FLOWABLE MORTAR | | | 0018 303-52308 463.700 Mg | 30.00000 13911.00| | COMPACTED AGGREGATE, O, 53 | | | 0019 405-05518 278.800 m2 | 1.84000 512.99| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1696.900 m2 | 0.58000 984.20| | ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1320.00000 5280.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-04746 2.000 EACH| 5390.00000 10780.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0023 601-06246 2.000 EACH| 29271.00000 58542.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0024 601-94689 4.000 EACH| 2832.50000 11330.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 76.200 m | 79.42000 6051.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06639 542.320 m | 150.00000 81348.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06646 360.000 m | 140.00000 50400.00| | TEMPORARY CONCRETE BARRIER | | | 0028 602-06729 8.000 EACH| 8.60000 68.80| | BARRIER DELINEATOR | | | 0029 610-05527 626.300 Mg | 77.63000 48619.67| | HMA FOR APPROACHES | | | 0030 610-06257 188.600 m2 | 70.00000 13202.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 615-06515 1.000 EACH| 243.75000 243.75| | MONUMENT, D | | | 0032 615-06520 1.000 EACH| 225.00000 225.00| | MONUMENT, RE-ESTABLISH | | | 0033 616-02320 186.900 m2 | 3.25000 607.43| | GEOTEXTILES | | | 0034 616-06405 127.600 Mg | 20.00000 2552.00| | RIPRAP, REVETMENT | | | 0035 616-51367 116.500 m2 | 70.00000 8155.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0036 616-93772 8.000 EACH| 166.00000 1328.00| | INSPECTION HOLE | | | 0039 621-01004 2.000 EACH| 730.25000 1460.50| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.520 Mg | 714.15000 371.36| | FERTILIZER | | | 0041 621-06548 0.640 kg | 55.20000 35.33| | SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06553 11.000 kg | 9.84000 108.24| | SEED MIXTURE, R | | | 0043 621-06565 0.260 Mg | 602.60000 156.68| | MULCHING MATERIAL | | | 0044 621-06567 10.400 kL | 1.15000 11.96| | WATER | | | 0045 701-03753 324.600 m | 150.00000 48690.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0046 702-51005 25.500 m3 | 650.00000 16575.00| | CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 25.200 m3 | 550.00000 13860.00| | CONCRETE, B, FOOTINGS | | | 0048 702-51110 584.400 kg | 6.00000 3506.40| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-51863 188.000 EACH| 7.00000 1316.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-92857 42.000 m3 | 750.00000 31500.00| | CONCRETE, C, SUBSTRUCTURE | | | 0051 703-01540 40.000 EACH| 11.00000 440.00| | THREADED TIE BAR ASSEMBLY | | | 0052 703-51030 7241.000 kg | 1.30000 9413.30| | REINFORCING STEEL | | | 0053 703-51032 39648.000 kg | 1.50000 59472.00| | REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 72.000 EACH| 12.00000 864.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-05892 195.500 m3 | 525.00000 102637.50| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 27.400 m3 | 475.00000 13015.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-01569 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0058 706-05732 4.000 EACH| 1250.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 28.500 m3 | 460.00000 13110.00| | CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 8000.00000 8000.00| | SURFACE SEAL | | | 0061 711-51038 LUMP| 150000.00000 150000.00| | STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 711-51864 952.000 EACH| 18.00000 17136.00| | DRILLED HOLE | | | 0063 711-51877 LUMP| 100000.00000 100000.00| | JACKING AND SUPPORTING BEAMS | | | 0064 711-96242 11.000 EACH| 287.50000 3162.50| | DIAPHRAGM, RESET | | | 0065 711-96800 1292.000 EACH| 2.30000 2971.60| | STUD SHEAR CONNECTOR | | | 0066 715-05407 52.400 m | 24.00000 1257.60| | PIPE, END BENT DRAIN, 150 mm | | | 0067 715-05914 110.000 m | 165.00000 18150.00| | PIPE, PVC, 450 mm , CORRUGATED | | | 0068 715-46010 4.000 EACH| 288.00000 1152.00| | PIPE END SECTION, 450 mm | | | 0069 715-91361 4.600 m | 24.00000 110.40| | PIPE, PVC, 150 mm | | | 0070 720-44296 8.000 EACH| 500.00000 4000.00| | CAP INLET | | | 0071 722-60824 761.500 m2 | 3.50000 2665.25| | SURFACE MILLING | | | 0072 726-58789 4.000 EACH| 1462.05000 5848.20| | BEARING ASSEMBLY, ELASTOMERIC, II | | | 0073 726-96576 8.000 EACH| 1760.40000 14083.20| | BEARING ASSEMBLY, FIXED | | | 0074 726-99095 12.000 EACH| 1405.35000 16864.20| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0075 801-01093 4.000 EACH| 1320.00000 5280.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-01851 LUMP| 22500.00000 22500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0077 801-06203 141.800 m | 1.06000 150.31| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 732.000 m | 3.39000 2481.48| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06218 42.000 m | 20.70000 869.40| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0080 801-06606 2.000 EACH| 287.50000 575.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06640 32.000 EACH| 132.25000 4232.00| | CONSTRUCTION SIGN, A | | | 0082 801-06645 8.000 EACH| 46.00000 368.00| | CONSTRUCTION SIGN, B | | | 0083 801-06710 95.000 DAY | 23.40000 2223.00| | FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 85000.00000 85000.00| | MAINTAINING TRAFFIC | | | 0085 803-02310 1078.000 kg | 2.82000 3039.96| | REINFORCING STEEL, SIGN FOUNDATION | | | 0086 803-06031 12.400 m3 | 510.00000 6324.00| | SIGN FOUNDATIONS, CONCRETE | | | 0087 803-76140 2.000 EACH| 16560.00000 33120.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0088 803-91084 2.000 EACH| 1610.00000 3220.00| | OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0089 804-06770 2.000 EACH| 20.70000 41.40| | DELINEATOR POST | | | 0090 805-01652 44.830 m | 3.80000 170.35| | WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0091 805-06592 69.150 m | 37.95000 2624.24| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0092 805-86805 2.000 EACH| 1587.00000 3174.00| | SERVICE POINT, I | | | 0093 805-86930 6.000 EACH| 20.70000 124.20| | INSULATING LINK, NOT WATERPROOFED | | | 0094 805-86935 8.000 EACH| 28.75000 230.00| | INSULATING LINK, WATERPROOFED | | | 0095 805-86955 1.000 EACH| 103.50000 103.50| | CABLE DUCT MARKER | | | 0096 805-98335 30.792 m | 17.25000 531.16| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0097 805-98336 69.150 m | 17.25000 1192.84| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0098 807-78590 3.000 EACH| 718.75000 2156.25| | HANDHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 420 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,297,254.26 ROUTE : SR 165 CALL ORDER : 420 CONTRACT ID : B -24446-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 807-82017 2.000 EACH| 690.00000 1380.00| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0100 807-86790 6.000 EACH| 460.00000 2760.00| | LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0101 807-86910 4.000 EACH| 34.50000 138.00| | CONNECTOR KIT, UNFUSED | | | 0102 807-86915 4.000 EACH| 40.25000 161.00| | CONNECTOR KIT, FUSED | | | 0103 807-86950 2.000 EACH| 23.00000 46.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0104 808-06713 431.300 m | 1.06000 457.18| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0105 808-06714 439.000 m | 1.06000 465.34| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0106 808-06716 521.500 m | 2.30000 1199.45| | LINE, REMOVE | | | 0107 808-75996 19.000 EACH| 5.75000 109.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0108 808-75998 19.000 EACH| 97.75000 1857.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0109 619-95457 LUMP| 70000.00000 70000.00| | CLEAN AND PAINT STRUCTURAL STEEL | | | SECTION TOTALS | $ 1,536,118.62| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,536,118.62| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9967017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 545,466.67 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 572,363.00 104.9308% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 590,190.75 108.1992% 4 35-1385672 FORCE CONSTRUCTION $ 593,756.19 108.8528% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 599,885.00 109.9764% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 603,085.99 110.5633% 7 35-1212938 ATLAS EXCAVATING, INC. $ 604,244.18 110.7756% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-0918397 |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1250.00000 8750.00| 1500.00000 10500.00| 2100.00000 14700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 8500.00000 8500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 27500.00000 27500.00| 29900.00000 29900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 13250.00000 13250.00| 11900.00000 11900.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1000.00000 1000.00| 250.00000 250.00| 3000.00000 3000.00 TESTING FOR ASBESTOS | | | 0007 202-02286 1.000 EACH| 10000.00000 10000.00| 20000.00000 20000.00| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-74045 9.000 EACH| 50.00000 450.00| 20.00000 180.00| 70.00000 630.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-99187 24.000 m | 10.00000 240.00| 5.00000 120.00| 10.00000 240.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1135.000 m3 | 12.50000 14187.50| 9.75000 11066.25| 21.35000 24232.25 EXCAVATION, COMMON | | | 0011 203-02045 289.000 m3 | 3.00000 867.00| 5.00000 1445.00| 6.00000 1734.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 2910.000 m3 | 15.00000 43650.00| 12.00000 34920.00| 11.50000 33465.00 BORROW | | | 0013 205-02224 176.000 m | 4.00000 704.00| 7.75000 1364.00| 6.75000 1188.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-0918397 |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02229 24.000 m | 10.00000 240.00| 17.70000 424.80| 15.40000 369.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02234 6.000 EACH| 50.00000 300.00| 92.00000 552.00| 80.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02237 2.000 EACH| 50.00000 100.00| 86.25000 172.50| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02060 622.700 m3 | 22.00000 13699.40| 20.00000 12454.00| 29.75000 18525.33 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 6.600 m3 | 200.00000 1320.00| 100.00000 660.00| 80.00000 528.00 FLOWABLE MORTAR | | | 0020 303-04075 38.000 Mg | 20.00000 760.00| 20.00000 760.00| 26.00000 988.00 COMPACTED AGGREGATE, O, 73 | | | 0021 303-52308 411.000 Mg | 16.00000 6576.00| 20.00000 8220.00| 15.00000 6165.00 COMPACTED AGGREGATE, O, 53 | | | 0022 303-60905 57.000 Mg | 18.00000 1026.00| 20.00000 1140.00| 30.00000 1710.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0023 402-05468 256.000 Mg | 50.27000 12869.12| 53.50000 13696.00| 45.70000 11699.20 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 176.000 Mg | 54.78000 9641.28| 57.25000 10076.00| 49.80000 8764.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 80.000 Mg | 68.20000 5456.00| 75.30000 6024.00| 62.00000 4960.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 404-05514 182.000 m2 | 13.75000 2502.50| 7.50000 1365.00| 12.50000 2275.00 SEAL COAT, 5 | | | 0027 405-05518 1063.000 m2 | 0.66000 701.58| 0.90000 956.70| 0.60000 637.80 ASPHALT FOR PRIME COAT | | | 0028 406-05521 2126.000 m2 | 0.77000 1637.02| 0.07000 148.82| 0.70000 1488.20 ASPHALT FOR TACK COAT | | | 0029 501-05090 118.000 m2 | 70.00000 8260.00| 55.00000 6490.00| 72.00000 8496.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 501-05290 1638.000 kg | 1.35000 2211.30| 1.10000 1801.80| 1.06000 1736.28 REINFORCING STEEL, PAVEMENT | | | 0031 601-03130 4.000 EACH| 412.50000 1650.00| 412.50000 1650.00| 375.00000 1500.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0032 601-06037 4.000 EACH| 632.50000 2530.00| 632.50000 2530.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-0918397 |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 60.800 m | 35.20000 2140.16| 35.20000 2140.16| 32.00000 1945.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-06040 26.000 m | 44.00000 1144.00| 44.00000 1144.00| 40.00000 1040.00 FENCE, FARM FIELD, 1190 mm | | | 0035 603-91340 1.000 EACH| 990.00000 990.00| 990.00000 990.00| 900.00000 900.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0036 604-06069 4.000 m2 | 100.00000 400.00| 60.00000 240.00| 70.00000 280.00 CURB RAMP, CONCRETE | | | 0037 604-91531 56.000 m2 | 45.00000 2520.00| 30.00000 1680.00| 32.00000 1792.00 SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06140 130.000 m | 60.00000 7800.00| 65.00000 8450.00| 58.00000 7540.00 CURB AND GUTTER, CONCRETE | | | 0039 610-05527 89.000 Mg | 128.70000 11454.30| 106.65000 9491.85| 117.00000 10413.00 HMA FOR APPROACHES | | | 0040 611-05330 49.000 m2 | 50.00000 2450.00| 42.00000 2058.00| 60.00000 2940.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 2.000 EACH| 150.00000 300.00| 187.00000 374.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 175.00000 350.00| 209.00000 418.00| 190.00000 380.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 616-02320 199.000 m2 | 3.50000 696.50| 3.50000 696.50| 3.40000 676.60 GEOTEXTILES | | | 0044 616-03472 84.000 Mg | 20.00000 1680.00| 20.00000 1680.00| 20.50000 1722.00 RIPRAP, REVETMENT 450 mm | | | 0045 616-51367 396.100 m2 | 50.00000 19805.00| 45.00000 17824.50| 62.00000 24558.20 SLOPEWALL, CONCRETE, 100 mm | | | 0046 621-01004 1.000 EACH| 825.00000 825.00| 770.00000 770.00| 670.00000 670.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06550 4000.000 m2 | 0.75000 3000.00| 0.78000 3120.00| 0.68000 2720.00 MULCHED SEEDING, P | | | 0048 621-06574 514.000 m2 | 6.33000 3253.62| 4.55000 2338.70| 3.95000 2030.30 SODDING | | | 0049 622-52436 3.000 EACH| 30.00000 90.00| 33.35000 100.05| 29.00000 87.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 54.000 EACH| 12.10000 653.40| 13.65000 737.10| 11.85000 639.90 SEEDLING | | | 0051 701-02945 81.000 m | 300.00000 24300.00| 180.00000 14580.00| 375.00000 30375.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-0918397 |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 701-91792 20.000 EACH| 100.00000 2000.00| 110.00000 2200.00| 105.00000 2100.00 PILE TIP, STEEL H | | | 0053 701-95780 309.000 m | 100.00000 30900.00| 100.00000 30900.00| 116.00000 35844.00 PILE, STEEL H, HP 310 X 110 | | | 0054 702-51005 43.400 m3 | 400.00000 17360.00| 450.00000 19530.00| 435.00000 18879.00 CONCRETE, A, SUBSTRUCTURE | | | 0055 702-51015 83.200 m3 | 400.00000 33280.00| 400.00000 33280.00| 195.00000 16224.00 CONCRETE, B, FOOTINGS | | | 0056 703-51032 21511.000 kg | 1.35000 29039.85| 1.25000 26888.75| 1.05000 22586.55 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 153.400 m3 | 400.00000 61360.00| 520.00000 79768.00| 590.00000 90506.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-91957 64.800 m | 177.10000 11476.08| 200.00000 12960.00| 161.00000 10432.80 BRIDGE RAILING, THRIE BEAM | | | 0059 709-51821 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| 1850.00000 1850.00 SURFACE SEAL | | | 0061 715-01765 13.000 EACH| 300.00000 3900.00| 400.00000 5200.00| 465.00000 6045.00 PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0062 715-05053 8.000 m | 15.00000 120.00| 35.00000 280.00| 53.00000 424.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05149 25.900 m | 50.00000 1295.00| 30.00000 777.00| 90.00000 2331.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05168 54.400 m | 50.00000 2720.00| 30.00000 1632.00| 84.00000 4569.60 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0065 715-44255 388.000 m | 10.00000 3880.00| 15.00000 5820.00| 33.00000 12804.00 PIPE, GROUP K, 150 mm | | | 0066 718-04881 2.000 EACH| 300.00000 600.00| 250.00000 500.00| 280.00000 560.00 OUTLET PROTECTOR, B | | | 0067 718-52610 82.000 m3 | 25.00000 2050.00| 27.50000 2255.00| 29.00000 2378.00 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 738.000 m2 | 2.50000 1845.00| 2.00000 1476.00| 2.50000 1845.00 GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-45045 1.000 EACH| 1500.00000 1500.00| 900.00000 900.00| 1500.00000 1500.00 INLET, J10 | | | 0070 720-45055 1.000 EACH| 1500.00000 1500.00| 900.00000 900.00| 1500.00000 1500.00 INLET, M10 | | | 0071 801-04308 6.000 EACH| 215.00000 1290.00| 225.00000 1350.00| 195.00000 1170.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 4.000 EACH| 88.00000 352.00| 92.00000 368.00| 80.00000 320.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-0918397 |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06625 8.000 EACH| 104.50000 836.00| 109.25000 874.00| 95.00000 760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 4.000 EACH| 77.00000 308.00| 80.00000 320.00| 70.00000 280.00 CONSTRUCTION SIGN, A | | | 0075 802-76035 0.840 m2 | 199.10000 167.24| 208.00000 174.72| 181.00000 152.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76055 8.300 m | 15.40000 127.82| 16.00000 132.80| 14.00000 116.20 SIGN POST, A | | | 0077 802-96915 LUMP| 154.00000 154.00| 160.00000 160.00| 140.00000 140.00 SIGN, RELOCATE | | | 0078 206-51230 270.000 m3 | 15.00000 4050.00| 50.00000 13500.00| 40.00000 10800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0079 731-93945 159.400 m2 | 220.00000 35068.00| 200.00000 31880.00| 142.50000 22714.50 FACE PANELS, CONCRETE | | | 0080 731-93946 159.400 m2 | 75.00000 11955.00| 170.00000 27098.00| 81.00000 12911.40 WALL ERECTION | | | 0081 731-93947 44.200 m | 60.00000 2652.00| 45.00000 1989.00| 218.00000 9635.60 LEVELING PAD, CONCRETE | | | SECTION TOTALS | $ 545,466.67| $ 572,363.00| $ 590,190.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,466.67| $ 572,363.00| $ 590,190.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1513.00000 10591.00| 1150.00000 8050.00| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 5500.00000 5500.00| 26500.00000 26500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55364.33000 55364.33| 29900.00000 29900.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6192.95000 6192.95| 11900.00000 11900.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 750.00000 750.00| 315.00000 315.00| 750.00000 750.00 TESTING FOR ASBESTOS | | | 0007 202-02286 1.000 EACH| 12136.17000 12136.17| 12737.50000 12737.50| 42884.00000 42884.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-74045 9.000 EACH| 258.49000 2326.41| 80.00000 720.00| 53.00000 477.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-99187 24.000 m | 29.86000 716.64| 35.00000 840.00| 5.50000 132.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1135.000 m3 | 10.62000 12053.70| 8.40000 9534.00| 25.00000 28375.00 EXCAVATION, COMMON | | | 0011 203-02045 289.000 m3 | 11.48000 3317.72| 8.40000 2427.60| 25.00000 7225.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 2910.000 m3 | 9.28000 27004.80| 9.75000 28372.50| 25.00000 72750.00 BORROW | | | 0013 205-02224 176.000 m | 6.75000 1188.00| 7.10000 1249.60| 7.15000 1258.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 24.000 m | 15.40000 369.60| 16.15000 387.60| 16.30000 391.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02234 6.000 EACH| 80.00000 480.00| 84.00000 504.00| 85.00000 510.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02237 2.000 EACH| 75.00000 150.00| 78.75000 157.50| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02060 622.700 m3 | 31.66000 19714.68| 25.50000 15878.85| 32.00000 19926.40 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 6.600 m3 | 106.68000 704.09| 150.00000 990.00| 170.00000 1122.00 FLOWABLE MORTAR | | | 0020 303-04075 38.000 Mg | 32.28000 1226.64| 41.50000 1577.00| 35.00000 1330.00 COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-52308 411.000 Mg | 14.78000 6074.58| 23.00000 9453.00| 35.00000 14385.00 COMPACTED AGGREGATE, O, 53 | | | 0022 303-60905 57.000 Mg | 19.76000 1126.32| 42.00000 2394.00| 35.00000 1995.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0023 402-05468 256.000 Mg | 48.60000 12441.60| 50.00000 12800.00| 52.00000 13312.00 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 176.000 Mg | 52.07000 9164.32| 53.00000 9328.00| 55.00000 9680.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 80.000 Mg | 68.47000 5477.60| 70.00000 5600.00| 73.00000 5840.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 404-05514 182.000 m2 | 6.75000 1228.50| 7.00000 1274.00| 7.20000 1310.40 SEAL COAT, 5 | | | 0027 405-05518 1063.000 m2 | 0.82000 871.66| 0.85000 903.55| 0.90000 956.70 ASPHALT FOR PRIME COAT | | | 0028 406-05521 2126.000 m2 | 0.06000 127.56| 0.07000 148.82| 0.10000 212.60 ASPHALT FOR TACK COAT | | | 0029 501-05090 118.000 m2 | 70.38000 8304.84| 85.00000 10030.00| 66.00000 7788.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 501-05290 1638.000 kg | 1.23000 2014.74| 1.25000 2047.50| 1.50000 2457.00 REINFORCING STEEL, PAVEMENT | | | 0031 601-03130 4.000 EACH| 375.00000 1500.00| 393.75000 1575.00| 400.00000 1600.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0032 601-06037 4.000 EACH| 575.00000 2300.00| 603.75000 2415.00| 610.00000 2440.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 60.800 m | 32.00000 1945.60| 33.60000 2042.88| 34.00000 2067.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-06040 26.000 m | 40.00000 1040.00| 42.00000 1092.00| 43.00000 1118.00 FENCE, FARM FIELD, 1190 mm | | | 0035 603-91340 1.000 EACH| 900.00000 900.00| 945.00000 945.00| 950.00000 950.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0036 604-06069 4.000 m2 | 538.96000 2155.84| 220.00000 880.00| 75.00000 300.00 CURB RAMP, CONCRETE | | | 0037 604-91531 56.000 m2 | 148.89000 8337.84| 65.00000 3640.00| 50.00000 2800.00 SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06140 130.000 m | 75.79000 9852.70| 84.00000 10920.00| 75.00000 9750.00 CURB AND GUTTER, CONCRETE | | | 0039 610-05527 89.000 Mg | 96.96000 8629.44| 99.00000 8811.00| 105.25000 9367.25 HMA FOR APPROACHES | | | 0040 611-05330 49.000 m2 | 60.00000 2940.00| 69.00000 3381.00| 75.00000 3675.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-06497 2.000 EACH| 170.00000 340.00| 178.50000 357.00| 180.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 190.00000 380.00| 199.50000 399.00| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 616-02320 199.000 m2 | 2.45000 487.55| 5.00000 995.00| 2.00000 398.00 GEOTEXTILES | | | 0044 616-03472 84.000 Mg | 22.19000 1863.96| 29.00000 2436.00| 35.00000 2940.00 RIPRAP, REVETMENT 450 mm | | | 0045 616-51367 396.100 m2 | 63.82000 25279.10| 78.00000 30895.80| 20.00000 7922.00 SLOPEWALL, CONCRETE, 100 mm | | | 0046 621-01004 1.000 EACH| 670.00000 670.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06550 4000.000 m2 | 0.68000 2720.00| 0.70000 2800.00| 0.75000 3000.00 MULCHED SEEDING, P | | | 0048 621-06574 514.000 m2 | 7.22000 3711.08| 4.10000 2107.40| 5.45000 2801.30 SODDING | | | 0049 622-52436 3.000 EACH| 29.00000 87.00| 30.45000 91.35| 31.00000 93.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 54.000 EACH| 11.85000 639.90| 12.40000 669.60| 12.50000 675.00 SEEDLING | | | 0051 701-02945 81.000 m | 266.62000 21596.22| 265.00000 21465.00| 50.00000 4050.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 110 | | | 0052 701-91792 20.000 EACH| 141.65000 2833.00| 120.00000 2400.00| 126.00000 2520.00 PILE TIP, STEEL H | | | 0053 701-95780 309.000 m | 100.98000 31202.82| 95.00000 29355.00| 50.00000 15450.00 PILE, STEEL H, HP 310 X 110 | | | 0054 702-51005 43.400 m3 | 485.30000 21062.02| 595.00000 25823.00| 500.00000 21700.00 CONCRETE, A, SUBSTRUCTURE | | | 0055 702-51015 83.200 m3 | 244.57000 20348.22| 275.00000 22880.00| 150.00000 12480.00 CONCRETE, B, FOOTINGS | | | 0056 703-51032 21511.000 kg | 1.36000 29254.96| 1.40000 30115.40| 1.00000 21511.00 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 153.400 m3 | 598.30000 91779.22| 610.00000 93574.00| 375.00000 57525.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-91957 64.800 m | 161.00000 10432.80| 179.00000 11599.20| 161.00000 10432.80 BRIDGE RAILING, THRIE BEAM | | | 0059 709-51821 LUMP| 1850.00000 1850.00| 1950.00000 1950.00| 1850.00000 1850.00 SURFACE SEAL | | | 0061 715-01765 13.000 EACH| 265.74000 3454.62| 660.00000 8580.00| 340.00000 4420.00 PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05053 8.000 m | 64.00000 512.00| 98.00000 784.00| 53.00000 424.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05149 25.900 m | 40.65000 1052.84| 77.00000 1994.30| 56.00000 1450.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05168 54.400 m | 105.38000 5732.67| 77.00000 4188.80| 50.00000 2720.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0065 715-44255 388.000 m | 6.94000 2692.72| 23.00000 8924.00| 9.00000 3492.00 PIPE, GROUP K, 150 mm | | | 0066 718-04881 2.000 EACH| 174.36000 348.72| 950.00000 1900.00| 186.00000 372.00 OUTLET PROTECTOR, B | | | 0067 718-52610 82.000 m3 | 33.60000 2755.20| 45.00000 3690.00| 40.00000 3280.00 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 738.000 m2 | 2.44000 1800.72| 2.50000 1845.00| 1.60000 1180.80 GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-45045 1.000 EACH| 1702.31000 1702.31| 1200.00000 1200.00| 1500.00000 1500.00 INLET, J10 | | | 0070 720-45055 1.000 EACH| 1518.37000 1518.37| 1200.00000 1200.00| 1500.00000 1500.00 INLET, M10 | | | 0071 801-04308 6.000 EACH| 295.00000 1770.00| 200.00000 1200.00| 210.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 4.000 EACH| 110.00000 440.00| 84.00000 336.00| 85.00000 340.00 BARRICADE, IIIA | | | 0073 801-06625 8.000 EACH| 90.00000 720.00| 99.75000 798.00| 100.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 4.000 EACH| 120.00000 480.00| 73.50000 294.00| 75.00000 300.00 CONSTRUCTION SIGN, A | | | 0075 802-76035 0.840 m2 | 181.00000 152.04| 190.05000 159.64| 200.00000 168.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76055 8.300 m | 14.00000 116.20| 14.70000 122.01| 15.00000 124.50 SIGN POST, A | | | 0077 802-96915 LUMP| 140.00000 140.00| 147.00000 147.00| 150.00000 150.00 SIGN, RELOCATE | | | 0078 206-51230 270.000 m3 | 13.31000 3593.70| 9.50000 2565.00| 8.00000 2160.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0079 731-93945 159.400 m2 | 216.11000 34447.93| 144.00000 22953.60| 132.93000 21189.04 FACE PANELS, CONCRETE | | | 0080 731-93946 159.400 m2 | 106.53000 16980.88| 188.00000 29967.20| 55.00000 8767.00 WALL ERECTION | | | 0081 731-93947 44.200 m | 29.13000 1287.55| 129.00000 5701.80| 325.00000 14365.00 LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 593,756.19| $ 599,885.00| $ 603,085.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,756.19| $ 599,885.00| $ 603,085.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 900.00000 6300.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31000.00000 31000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 900.00000 900.00| | TESTING FOR ASBESTOS | | | 0007 202-02286 1.000 EACH| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-74045 9.000 EACH| 110.00000 990.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-99187 24.000 m | 5.20000 124.80| | FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1135.000 m3 | 15.00000 17025.00| | EXCAVATION, COMMON | | | 0011 203-02045 289.000 m3 | 6.50000 1878.50| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 2910.000 m3 | 15.00000 43650.00| | BORROW | | | 0013 205-02224 176.000 m | 5.60000 985.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 24.000 m | 31.00000 744.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02234 6.000 EACH| 35.00000 210.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02237 2.000 EACH| 90.00000 180.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02060 622.700 m3 | 21.50000 13388.05| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 6.600 m3 | 140.00000 924.00| | FLOWABLE MORTAR | | | 0020 303-04075 38.000 Mg | 19.00000 722.00| | COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-52308 411.000 Mg | 13.30000 5466.30| | COMPACTED AGGREGATE, O, 53 | | | 0022 303-60905 57.000 Mg | 17.00000 969.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0023 402-05468 256.000 Mg | 50.00000 12800.00| | HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 176.000 Mg | 53.50000 9416.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 80.000 Mg | 70.00000 5600.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0026 404-05514 182.000 m2 | 7.10000 1292.20| | SEAL COAT, 5 | | | 0027 405-05518 1063.000 m2 | 0.90000 956.70| | ASPHALT FOR PRIME COAT | | | 0028 406-05521 2126.000 m2 | 0.10000 212.60| | ASPHALT FOR TACK COAT | | | 0029 501-05090 118.000 m2 | 54.00000 6372.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 501-05290 1638.000 kg | 1.35000 2211.30| | REINFORCING STEEL, PAVEMENT | | | 0031 601-03130 4.000 EACH| 400.00000 1600.00| | GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0032 601-06037 4.000 EACH| 600.00000 2400.00| | GUARDRAIL END TREATMENT, I | | | 0033 601-99105 60.800 m | 33.50000 2036.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-06040 26.000 m | 41.50000 1079.00| | FENCE, FARM FIELD, 1190 mm | | | 0035 603-91340 1.000 EACH| 940.00000 940.00| | FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0036 604-06069 4.000 m2 | 100.00000 400.00| | CURB RAMP, CONCRETE | | | 0037 604-91531 56.000 m2 | 53.00000 2968.00| | SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06140 130.000 m | 45.00000 5850.00| | CURB AND GUTTER, CONCRETE | | | 0039 610-05527 89.000 Mg | 120.00000 10680.00| | HMA FOR APPROACHES | | | 0040 611-05330 49.000 m2 | 42.00000 2058.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-06497 2.000 EACH| 180.00000 360.00| | MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 200.00000 400.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0043 616-02320 199.000 m2 | 5.50000 1094.50| | GEOTEXTILES | | | 0044 616-03472 84.000 Mg | 18.00000 1512.00| | RIPRAP, REVETMENT 450 mm | | | 0045 616-51367 396.100 m2 | 28.00000 11090.80| | SLOPEWALL, CONCRETE, 100 mm | | | 0046 621-01004 1.000 EACH| 775.00000 775.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06550 4000.000 m2 | 0.85000 3400.00| | MULCHED SEEDING, P | | | 0048 621-06574 514.000 m2 | 5.90000 3032.60| | SODDING | | | 0049 622-52436 3.000 EACH| 28.00000 84.00| | SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 54.000 EACH| 11.50000 621.00| | SEEDLING | | | 0051 701-02945 81.000 m | 365.00000 29565.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 110 | | | 0052 701-91792 20.000 EACH| 125.00000 2500.00| | PILE TIP, STEEL H | | | 0053 701-95780 309.000 m | 138.00000 42642.00| | PILE, STEEL H, HP 310 X 110 | | | 0054 702-51005 43.400 m3 | 390.00000 16926.00| | CONCRETE, A, SUBSTRUCTURE | | | 0055 702-51015 83.200 m3 | 260.00000 21632.00| | CONCRETE, B, FOOTINGS | | | 0056 703-51032 21511.000 kg | 1.25000 26888.75| | REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 153.400 m3 | 500.00000 76700.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-91957 64.800 m | 168.00000 10886.40| | BRIDGE RAILING, THRIE BEAM | | | 0059 709-51821 LUMP| 3500.00000 3500.00| | SURFACE SEAL | | | 0061 715-01765 13.000 EACH| 200.00000 2600.00| | PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05053 8.000 m | 50.00000 400.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05149 25.900 m | 145.00000 3755.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05168 54.400 m | 135.00000 7344.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0065 715-44255 388.000 m | 6.00000 2328.00| | PIPE, GROUP K, 150 mm | | | 0066 718-04881 2.000 EACH| 225.00000 450.00| | OUTLET PROTECTOR, B | | | 0067 718-52610 82.000 m3 | 70.00000 5740.00| | AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 738.000 m2 | 2.50000 1845.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-45045 1.000 EACH| 900.00000 900.00| | INLET, J10 | | | 0070 720-45055 1.000 EACH| 900.00000 900.00| | INLET, M10 | | | 0071 801-04308 6.000 EACH| 225.00000 1350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 4.000 EACH| 100.00000 400.00| | BARRICADE, IIIA | | | 0073 801-06625 8.000 EACH| 100.00000 800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 4.000 EACH| 100.00000 400.00| | CONSTRUCTION SIGN, A | | | 0075 802-76035 0.840 m2 | 190.00000 159.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76055 8.300 m | 14.60000 121.18| | SIGN POST, A | | | 0077 802-96915 LUMP| 150.00000 150.00| | SIGN, RELOCATE | | | 0078 206-51230 270.000 m3 | 23.00000 6210.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0079 731-93945 159.400 m2 | 135.00000 21519.00| | FACE PANELS, CONCRETE | | | 0080 731-93946 159.400 m2 | 130.00000 20722.00| | WALL ERECTION | | | 0081 731-93947 44.200 m | 50.00000 2210.00| | LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 430 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,203.98 ROUTE : CR 200S CALL ORDER : 430 CONTRACT ID : B -25293-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 604,244.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 604,244.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 643,049.12 ROUTE : I-65 CALL ORDER : 440 CONTRACT ID : B -25324-A COUNTIES : CLARK LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651173 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 530,213.19 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 606,760.45 114.4370% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 668,135.99 126.0127% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1128289 |AMERICAN CONTRACTING & SERVI|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 6.000 MOS | 1400.00000 8400.00| 1000.00000 6000.00| 1688.00000 10128.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| 8700.00000 8700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 30000.00000 30000.00| 33500.00000 33500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4900.00000 4900.00| 6000.00000 6000.00| 6700.00000 6700.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 28000.00000 28000.00| 45000.00000 45000.00| 119789.00000 119789.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 40.000 m3 | 22.00000 880.00| 40.00000 1600.00| 32.00000 1280.00 EXCAVATION, COMMON | | | 0007 206-51220 138.800 m3 | 260.00000 36088.00| 75.00000 10410.00| 70.00000 9716.00 EXCAVATION, WET | | | 0008 211-06467 15.400 m3 | 74.00000 1139.60| 65.00000 1001.00| 36.00000 554.40 AGGREGATE FOR END BENT BACKFILL | | | 0009 303-52308 16.400 Mg | 44.00000 721.60| 45.00000 738.00| 37.00000 606.80 COMPACTED AGGREGATE, O, 53 | | | 0010 305-05206 89.000 Mg | 160.00000 14240.00| 50.00000 4450.00| 120.00000 10680.00 WIDENING WITH HMA | | | 0011 601-04746 1.000 EACH| 1500.00000 1500.00| 5800.00000 5800.00| 6125.00000 6125.00 ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-05657 2.000 EACH| 11000.00000 22000.00| 17000.00000 34000.00| 17500.00000 35000.00 ENERGY ABSORBING TERMINAL, CZ, LEAVE IN | | | PLACE | | | 0013 602-06639 213.500 m | 30.00000 6405.00| 65.00000 13877.50| 41.00000 8753.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0014 602-06729 16.000 EACH| 7.00000 112.00| 10.00000 160.00| 11.00000 176.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 643,049.12 ROUTE : I-65 CALL ORDER : 440 CONTRACT ID : B -25324-A COUNTIES : CLARK LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1128289 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 602-95580 85.400 m | 42.00000 3586.80| 100.00000 8540.00| 3.50000 298.90 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0016 610-06257 46.000 m2 | 80.00000 3680.00| 90.00000 4140.00| 110.00000 5060.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0017 616-02320 40.000 m2 | 4.00000 160.00| 6.00000 240.00| 2.00000 80.00 GEOTEXTILES | | | 0018 701-03921 148.500 m | 200.00000 29700.00| 145.00000 21532.50| 270.00000 40095.00 PILE, STEEL H, HP 360 X 152 | | | 0019 701-51195 153.000 m | 128.00000 19584.00| 120.00000 18360.00| 210.00000 32130.00 PILE, STEEL H, HP 310 X 79 | | | 0020 702-51005 130.800 m3 | 450.00000 58860.00| 325.00000 42510.00| 495.00000 64746.00 CONCRETE, A, SUBSTRUCTURE | | | 0021 702-51015 27.200 m3 | 195.00000 5304.00| 225.00000 6120.00| 200.00000 5440.00 CONCRETE, B, FOOTINGS | | | 0022 702-51863 597.000 EACH| 10.00000 5970.00| 8.00000 4776.00| 6.00000 3582.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 31221.000 kg | 1.29000 40275.09| 1.45000 45270.45| 1.25000 39026.25 REINFORCING STEEL | | | 0024 704-51002 107.900 m3 | 575.00000 62042.50| 750.00000 80925.00| 705.00000 76069.50 CONCRETE, C, SUPERSTRUCTURE | | | 0025 706-51020 29.600 m3 | 380.00000 11248.00| 550.00000 16280.00| 410.00000 12136.00 CONCRETE, C, RAILING | | | 0026 707-05982 78.600 m | 340.00000 26724.00| 550.00000 43230.00| 331.00000 26016.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0027 711-51035 52762.000 kg | 1.80000 94971.60| 2.50000 131905.00| 1.92000 101303.04 STRUCTURAL STEEL | | | 0028 715-05407 26.000 m | 11.00000 286.00| 55.00000 1430.00| 14.00000 364.00 PIPE, END BENT DRAIN, 150 mm | | | 0029 801-06640 21.000 EACH| 67.00000 1407.00| 65.00000 1365.00| 70.00000 1470.00 CONSTRUCTION SIGN, A | | | 0030 801-06710 5.000 DAY | 21.00000 105.00| 20.00000 100.00| 22.00000 110.00 FLASHING ARROW SIGN | | | 0031 801-06775 LUMP| 11123.00000 11123.00| 16000.00000 16000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 530,213.19| $ 606,760.45| $ 668,135.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 530,213.19| $ 606,760.45| $ 668,135.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 446 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,171.07 ROUTE : NHS US 24 CALL ORDER : 446 CONTRACT ID : B -25328-A COUNTIES : CASS LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1442027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 232,865.02 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 236,439.90 101.5351% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 294,056.45 126.2776% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1212938 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 4.000 MOS | 1850.00000 7400.00| 950.00000 3800.00| 1677.13000 6708.52 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3550.00000 3550.00| 2300.00000 2300.00| 3051.70000 3051.70 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11500.00000 11500.00| 11000.00000 11000.00| 14702.60000 14702.60 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 10500.00000 10500.00| 8145.94000 8145.94 CLEARING RIGHT OF WAY | | | 0005 202-02241 335.000 m | 11.00000 3685.00| 11.50000 3852.50| 11.00000 3685.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 19000.00000 19000.00| 30000.00000 30000.00| 22149.61000 22149.61 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 740.000 m2 | 7.00000 5180.00| 5.00000 3700.00| 10.29000 7614.60 SURFACE MILLING, ASPHALT | | | 0008 205-02224 485.000 m | 4.40000 2134.00| 6.00000 2910.00| 4.40000 2134.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 210-06313 34.000 m | 23.00000 782.00| 60.00000 2040.00| 43.58000 1481.72 SEAL BOX BEAM JOINTS | | | 0010 303-52309 215.000 Mg | 22.20000 4773.00| 17.00000 3655.00| 44.37000 9539.55 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 402-05477 55.000 Mg | 110.00000 6050.00| 107.00000 5885.00| 100.00000 5500.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 406-05521 740.000 m2 | 2.00000 1480.00| 1.60000 1184.00| 1.50000 1110.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 5000.00000 10000.00| 5200.00000 10400.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 446 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,171.07 ROUTE : NHS US 24 CALL ORDER : 446 CONTRACT ID : B -25328-A COUNTIES : CASS LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1212938 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 4.000 EACH| 2200.00000 8800.00| 2350.00000 9400.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-97774 1.000 EACH| 700.00000 700.00| 730.00000 730.00| 700.00000 700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0017 601-99105 350.520 m | 31.00000 10866.12| 32.50000 11391.90| 31.00000 10866.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 120.000 m | 80.00000 9600.00| 93.00000 11160.00| 218.24000 26188.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 4.000 EACH| 10.00000 40.00| 7.30000 29.20| 10.00000 40.00 BARRIER DELINEATOR | | | 0020 616-02320 570.000 m2 | 3.10000 1767.00| 4.80000 2736.00| 9.68000 5517.60 GEOTEXTILES | | | 0021 616-05689 640.000 Mg | 22.00000 14080.00| 54.00000 34560.00| 51.52000 32972.80 RIPRAP, CLASS 2 | | | 0022 616-06405 65.000 Mg | 20.00000 1300.00| 25.00000 1625.00| 67.01000 4355.65 RIPRAP, REVETMENT | | | 0023 621-06575 450.000 m2 | 5.00000 2250.00| 5.30000 2385.00| 5.00000 2250.00 SODDING, NURSERY | | | 0024 702-04433 6.000 EACH| 120.00000 720.00| 300.00000 1800.00| 1573.96000 9443.76 FLOOR DRAIN, PVC, 150 mm | | | 0025 702-51863 296.000 EACH| 7.65000 2264.40| 12.00000 3552.00| 17.16000 5079.36 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-51032 3074.000 kg | 2.25000 6916.50| 1.95000 5994.30| 1.75000 5379.50 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 6.600 m3 | 1875.00000 12375.00| 750.00000 4950.00| 1973.20000 13023.12 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 2070.00000 8280.00| 1100.00000 4400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0029 706-51025 33.200 m | 160.00000 5312.00| 135.00000 4482.00| 180.75000 6000.90 CONCRETE, C, RAILING | | | 0030 708-51813 30.000 m2 | 730.00000 21900.00| 300.00000 9000.00| 620.00000 18600.00 PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 30.000 m2 | 35.00000 1050.00| 12.50000 375.00| 30.00000 900.00 WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 670.00000 670.00| 2500.00000 2500.00| 1749.60000 1749.60 SURFACE SEAL | | | 0033 801-01851 LUMP| 26550.00000 26550.00| 18000.00000 18000.00| 16860.00000 16860.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0034 801-06207 1500.000 m | 3.10000 4650.00| 3.10000 4650.00| 3.10000 4650.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 446 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,171.07 ROUTE : NHS US 24 CALL ORDER : 446 CONTRACT ID : B -25328-A COUNTIES : CASS LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1212938 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06218 8.000 m | 20.00000 160.00| 11.00000 88.00| 20.00000 160.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0036 801-06606 2.000 EACH| 85.00000 170.00| 110.00000 220.00| 85.00000 170.00 BARRICADE, IIIB | | | 0037 801-06640 20.000 EACH| 50.00000 1000.00| 115.00000 2300.00| 50.00000 1000.00 CONSTRUCTION SIGN, A | | | 0038 801-06645 8.000 EACH| 25.00000 200.00| 20.00000 160.00| 25.00000 200.00 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 12116.00000 12116.00 MAINTAINING TRAFFIC | | | 0040 808-06713 180.000 m | 3.50000 630.00| 0.85000 153.00| 3.50000 630.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06716 180.000 m | 3.50000 630.00| 1.40000 252.00| 3.50000 630.00 LINE, REMOVE | | | 0042 808-75240 50.000 m | 8.00000 400.00| 2.40000 120.00| 8.00000 400.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0043 808-75996 5.000 EACH| 5.00000 25.00| 15.00000 75.00| 5.00000 25.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 5.000 EACH| 145.00000 725.00| 85.00000 425.00| 145.00000 725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 232,865.02| $ 236,439.90| $ 294,056.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 232,865.02| $ 236,439.90| $ 294,056.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1202010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 557,494.10 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 599,852.41 107.5979% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 628,277.01 112.6966% 4 35-1447641 STRUCTURE CONTRACTORS $ 639,362.96 114.6851% 5 35-1523985 WIRTZ & YATES, INC. $ 810,763.72 145.4300% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1250.00000 7500.00| 950.00000 5700.00| 1300.00000 7800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50.00000 50.00| 5500.00000 5500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27850.00000 27850.00| 30000.00000 30000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3800.00000 3800.00| 12000.00000 12000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 2400.00000 2400.00| 7000.00000 7000.00| 4000.00000 4000.00 DEBRIS, REMOVE | | | 0006 202-02240 145.000 m2 | 12.00000 1740.00| 20.00000 2900.00| 19.00000 2755.00 PAVEMENT, REMOVE | | | 0007 202-02241 146.500 m | 17.00000 2490.50| 16.00000 2344.00| 3.00000 439.50 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 68364.00000 68364.00| 66000.00000 66000.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 483.000 m2 | 3.55000 1714.65| 4.50000 2173.50| 3.90000 1883.70 SURFACE MILLING, ASPHALT | | | 0010 202-96479 50.000 EACH| 10.00000 500.00| 15.00000 750.00| 12.00000 600.00 BOLT, REMOVE | | | 0011 203-02070 560.000 m3 | 9.00000 5040.00| 18.00000 10080.00| 18.00000 10080.00 BORROW | | | 0012 205-02224 800.000 m | 6.05000 4840.00| 6.00000 4800.00| 4.75000 3800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 213-52830 4.000 m3 | 150.00000 600.00| 200.00000 800.00| 700.00000 2800.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 124.600 Mg | 30.00000 3738.00| 17.50000 2180.50| 16.00000 1993.60 COMPACTED AGGREGATE, O, 53 | | | 0015 406-05521 833.000 m2 | 0.51000 424.83| 0.50000 416.50| 0.92000 766.36 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1356.00000 5424.00| 1300.00000 5200.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01700 2.000 EACH| 1808.00000 3616.00| 1700.00000 3400.00| 1975.00000 3950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-04746 2.000 EACH| 6667.00000 13334.00| 6000.00000 12000.00| 8000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 2.000 EACH| 2486.00000 4972.00| 2300.00000 4600.00| 2350.00000 4700.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 259.090 m | 36.16000 9368.69| 33.50000 8679.52| 39.75000 10298.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 213.500 m | 59.05000 12607.18| 92.00000 19642.00| 75.00000 16012.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 40.000 EACH| 8.00000 320.00| 7.30000 292.00| 10.00000 400.00 BARRIER DELINEATOR | | | 0023 610-05527 124.000 Mg | 108.48000 13451.52| 110.00000 13640.00| 140.00000 17360.00 HMA FOR APPROACHES | | | 0024 610-06257 350.200 m2 | 65.00000 22763.00| 53.00000 18560.60| 52.00000 18210.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 816.000 m2 | 2.00000 1632.00| 5.00000 4080.00| 4.90000 3998.40 GEOTEXTILES | | | 0026 616-06405 687.000 Mg | 21.06000 14468.22| 17.00000 11679.00| 20.00000 13740.00 RIPRAP, REVETMENT | | | 0027 619-05926 LUMP| 3390.00000 3390.00| 3200.00000 3200.00| 16000.00000 16000.00 ENVIRONMENTAL CONTROL | | | 0028 619-51859 LUMP| 22600.00000 22600.00| 27000.00000 27000.00| 44000.00000 44000.00 PAINT STEEL BRIDGE | | | 0029 619-61000 LUMP| 46330.00000 46330.00| 42500.00000 42500.00| 54000.00000 54000.00 CLEAN STEEL BRIDGE | | | 0030 621-01004 1.000 EACH| 509.00000 509.00| 470.00000 470.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 4000.000 m2 | 0.85000 3400.00| 0.80000 3200.00| 0.80000 3200.00 MULCHED SEEDING, R | | | 0032 702-51005 9.900 m3 | 1000.00000 9900.00| 550.00000 5445.00| 1100.00000 10890.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51110 1169.000 kg | 3.48000 4068.12| 3.40000 3974.60| 6.50000 7598.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 65.000 EACH| 8.00000 520.00| 12.00000 780.00| 10.00000 650.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 4806.000 kg | 1.10000 5286.60| 1.35000 6488.10| 1.15000 5526.90 REINFORCING STEEL | | | 0036 703-51032 20026.000 kg | 1.24000 24832.24| 1.50000 30039.00| 1.24000 24832.24 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 98.000 EACH| 11.60000 1136.80| 12.50000 1225.00| 14.00000 1372.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 83.000 m3 | 526.00000 43658.00| 520.00000 43160.00| 518.00000 42994.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1271.00000 5084.00| 1050.00000 4200.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 53.600 m3 | 405.00000 21708.00| 580.00000 31088.00| 530.00000 28408.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 6088.00000 6088.00| 7500.00000 7500.00| 6500.00000 6500.00 SURFACE SEAL | | | 0042 711-96800 144.000 EACH| 4.00000 576.00| 7.00000 1008.00| 14.00000 2016.00 STUD SHEAR CONNECTOR | | | 0043 715-05756 6.000 m | 62.00000 372.00| 150.00000 900.00| 62.00000 372.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0044 715-46000 2.000 EACH| 150.00000 300.00| 185.00000 370.00| 210.00000 420.00 PIPE END SECTION, 300 mm | | | 0045 715-91361 8.000 m | 40.00000 320.00| 110.00000 880.00| 50.00000 400.00 PIPE, PVC, 150 mm | | | 0046 722-51401 30.000 m2 | 128.00000 3840.00| 325.00000 9750.00| 80.00000 2400.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 1361.400 m2 | 37.21000 50657.69| 37.00000 50371.80| 37.00000 50371.80 BRIDGE DECK OVERLAY | | | 0048 722-51846 11.200 m3 | 395.00000 4424.00| 395.00000 4424.00| 395.00000 4424.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 126.000 m2 | 74.00000 9324.00| 115.00000 14490.00| 55.00000 6930.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 39.000 m | 328.00000 12792.00| 245.00000 9555.00| 550.00000 21450.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01851 LUMP| 21583.00000 21583.00| 19100.00000 19100.00| 24000.00000 24000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 2218.000 m | 3.34000 7408.12| 3.15000 6986.70| 3.50000 7763.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 22.000 EACH| 79.00000 1738.00| 100.00000 2200.00| 98.00000 2156.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 6.000 EACH| 34.00000 204.00| 32.00000 192.00| 55.00000 330.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 6675.00000 6675.00| 7500.00000 7500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0057 808-06712 42.000 m | 1.37000 57.54| 0.70000 29.40| 3.00000 126.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 332.000 m | 1.37000 454.84| 0.70000 232.40| 3.00000 996.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-06714 166.000 m | 1.37000 227.42| 0.70000 116.20| 3.00000 498.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0060 808-06716 397.000 m | 1.80000 714.60| 1.70000 674.90| 3.45000 1369.65 LINE, REMOVE | | | 0061 202-51822 1251.900 m2 | 3.44000 4306.54| 5.10000 6384.69| 3.75000 4694.63 BRIDGE DECK OVERLAY, REMOVE | | | SECTION TOTALS | $ 557,494.10| $ 599,852.41| $ 628,277.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 557,494.10| $ 599,852.41| $ 628,277.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1523985 | |STRUCTURE CONTRACTORS |WIRTZ & YATES, 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 6.000 MOS | 2100.00000 12600.00| 2000.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| DEBRIS, REMOVE | | | 0006 202-02240 145.000 m2 | 35.00000 5075.00| 30.00000 4350.00| PAVEMENT, REMOVE | | | 0007 202-02241 146.500 m | 15.00000 2197.50| 18.00000 2637.00| GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 63000.00000 63000.00| 120000.00000 120000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 483.000 m2 | 6.00000 2898.00| 5.00000 2415.00| SURFACE MILLING, ASPHALT | | | 0010 202-96479 50.000 EACH| 25.00000 1250.00| 20.00000 1000.00| BOLT, REMOVE | | | 0011 203-02070 560.000 m3 | 23.00000 12880.00| 14.38000 8052.80| BORROW | | | 0012 205-02224 800.000 m | 5.50000 4400.00| 6.15000 4920.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 213-52830 4.000 m3 | 120.00000 480.00| 200.00000 800.00| FLOWABLE MORTAR | | | 0014 303-52308 124.600 Mg | 34.00000 4236.40| 22.00000 2741.20| COMPACTED AGGREGATE, O, 53 | | | 0015 406-05521 833.000 m2 | 0.45000 374.85| 0.60000 499.80| ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1300.00000 5200.00| 1344.00000 5376.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01700 2.000 EACH| 1700.00000 3400.00| 1792.00000 3584.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-04746 2.000 EACH| 6200.00000 12400.00| 6500.00000 13000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 2.000 EACH| 2500.00000 5000.00| 2420.00000 4840.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1523985 | |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 259.090 m | 34.00000 8809.06| 36.00000 9327.24| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 213.500 m | 50.00000 10675.00| 87.00000 18574.50| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 40.000 EACH| 10.00000 400.00| 12.00000 480.00| BARRIER DELINEATOR | | | 0023 610-05527 124.000 Mg | 100.00000 12400.00| 128.26000 15904.24| HMA FOR APPROACHES | | | 0024 610-06257 350.200 m2 | 60.00000 21012.00| 53.84000 18854.77| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 816.000 m2 | 4.00000 3264.00| 3.60000 2937.60| GEOTEXTILES | | | 0026 616-06405 687.000 Mg | 24.00000 16488.00| 26.41000 18143.67| RIPRAP, REVETMENT | | | 0027 619-05926 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| ENVIRONMENTAL CONTROL | | | 0028 619-51859 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| PAINT STEEL BRIDGE | | | 0029 619-61000 LUMP| 75000.00000 75000.00| 106579.00000 106579.00| CLEAN STEEL BRIDGE | | | 0030 621-01004 1.000 EACH| 500.00000 500.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 4000.000 m2 | 1.00000 4000.00| 1.00000 4000.00| MULCHED SEEDING, R | | | 0032 702-51005 9.900 m3 | 1200.00000 11880.00| 1131.31000 11199.97| CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51110 1169.000 kg | 8.00000 9352.00| 3.00000 3507.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 65.000 EACH| 10.00000 650.00| 12.00000 780.00| FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 4806.000 kg | 1.25000 6007.50| 1.20000 5767.20| REINFORCING STEEL | | | 0036 703-51032 20026.000 kg | 1.45000 29037.70| 1.40000 28036.40| REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 98.000 EACH| 12.00000 1176.00| 15.00000 1470.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 83.000 m3 | 575.00000 47725.00| 853.61000 70849.63| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1000.00000 4000.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1523985 | |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-51020 53.600 m3 | 400.00000 21440.00| 522.39000 28000.10| CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 6200.00000 6200.00| 6000.00000 6000.00| SURFACE SEAL | | | 0042 711-96800 144.000 EACH| 15.00000 2160.00| 20.00000 2880.00| STUD SHEAR CONNECTOR | | | 0043 715-05756 6.000 m | 95.00000 570.00| 100.00000 600.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0044 715-46000 2.000 EACH| 125.00000 250.00| 150.00000 300.00| PIPE END SECTION, 300 mm | | | 0045 715-91361 8.000 m | 110.00000 880.00| 65.00000 520.00| PIPE, PVC, 150 mm | | | 0046 722-51401 30.000 m2 | 216.00000 6480.00| 161.50000 4845.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 1361.400 m2 | 42.00000 57178.80| 50.00000 68070.00| BRIDGE DECK OVERLAY | | | 0048 722-51846 11.200 m3 | 395.00000 4424.00| 395.00000 4424.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 126.000 m2 | 65.00000 8190.00| 86.10000 10848.60| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 39.000 m | 275.00000 10725.00| 300.00000 11700.00| STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01851 LUMP| 19000.00000 19000.00| 21000.00000 21000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 2218.000 m | 3.00000 6654.00| 3.30000 7319.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 22.000 EACH| 75.00000 1650.00| 140.00000 3080.00| CONSTRUCTION SIGN, A | | | 0055 801-06645 6.000 EACH| 35.00000 210.00| 50.00000 300.00| CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0057 808-06712 42.000 m | 1.20000 50.40| 1.34000 56.28| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 332.000 m | 1.20000 398.40| 1.34000 444.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-06714 166.000 m | 1.20000 199.20| 1.34000 222.44| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0060 808-06716 397.000 m | 2.00000 794.00| 1.80000 714.60| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,352.39 ROUTE : SR 22 CALL ORDER : 460 CONTRACT ID : B -25405-A COUNTIES : HOWARD LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1523985 | |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 202-51822 1251.900 m2 | 8.50000 10641.15| 6.00000 7511.40| BRIDGE DECK OVERLAY, REMOVE | | | SECTION TOTALS | $ 639,362.96| $ 810,763.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,362.96| $ 810,763.72| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 462 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 571,833.00 ROUTE : US 41 CALL ORDER : 462 CONTRACT ID : B -25406-A COUNTIES : FOUNTAIN LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0373014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 579,068.43 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 602,725.67 104.0853% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-01925 8.000 MOS | 2100.00000 16800.00| 3500.00000 28000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9900.00000 9900.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28500.00000 28500.00| 33000.00000 33000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 14400.00000 14400.00| 6000.00000 6000.00| PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 210.000 m2 | 18.38000 3859.80| 4.50000 945.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 2857.000 m3 | 13.00000 37141.00| 6.00000 17142.00| EXCAVATION, COMMON | | | 0008 205-02224 120.000 m | 5.25000 630.00| 4.35000 522.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 194.000 m | 11.00000 2134.00| 85.00000 16490.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 211-02060 578.000 m3 | 21.50000 12427.00| 25.00000 14450.00| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 1947.000 Mg | 12.50000 24337.50| 13.50000 26284.50| COMPACTED AGGREGATE, O, 53 | | | 0012 402-05468 322.000 Mg | 70.12000 22578.64| 60.00000 19320.00| HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 1133.000 Mg | 50.65000 57386.45| 39.00000 44187.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 322.000 Mg | 65.24000 21007.28| 63.00000 20286.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 244.000 Mg | 54.43000 13280.92| 61.00000 14884.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 462 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 571,833.00 ROUTE : US 41 CALL ORDER : 462 CONTRACT ID : B -25406-A COUNTIES : FOUNTAIN LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 404-05511 961.000 m2 | 3.60000 3459.60| 4.10000 3940.10| SEAL COAT, 2 | | | 0017 405-05518 854.000 m2 | 0.62000 529.48| 0.50000 427.00| ASPHALT FOR PRIME COAT | | | 0018 406-05521 4542.000 m2 | 0.17000 772.14| 0.11000 499.62| ASPHALT FOR TACK COAT | | | 0019 601-01270 110.000 m | 25.00000 2750.00| 25.50000 2805.00| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0020 601-94689 4.000 EACH| 2065.00000 8260.00| 2115.00000 8460.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-97080 4.000 EACH| 1800.00000 7200.00| 1875.00000 7500.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 263.000 m | 29.20000 7679.60| 31.00000 8153.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 86.000 Mg | 99.23000 8533.78| 105.00000 9030.00| HMA FOR APPROACHES | | | 0024 611-06498 1.000 EACH| 240.00000 240.00| 260.00000 260.00| MAILBOX ASSEMBLY, DOUBLE | | | 0025 615-06490 14.000 EACH| 104.00000 1456.00| 110.00000 1540.00| RIGHT OF WAY MARKER | | | 0026 615-06500 3.000 EACH| 415.00000 1245.00| 440.00000 1320.00| MONUMENT, A | | | 0027 616-02320 1135.000 m2 | 3.00000 3405.00| 2.10000 2383.50| GEOTEXTILES | | | 0028 616-05689 203.000 Mg | 18.50000 3755.50| 51.00000 10353.00| RIPRAP, CLASS 2 | | | 0029 616-06451 391.000 Mg | 17.50000 6842.50| 34.00000 13294.00| RIPRAP, UNIFORM | | | 0030 621-01004 2.000 EACH| 725.00000 1450.00| 775.00000 1550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.100 Mg | 1103.00000 110.30| 1150.00000 115.00| FERTILIZER | | | 0032 621-06548 3.000 kg | 49.60000 148.80| 53.40000 160.20| SEED MIXTURE, CV | | | 0033 621-06557 14.000 kg | 11.16000 156.24| 12.00000 168.00| SEED MIXTURE, T | | | 0034 621-06559 2500.000 m2 | 0.45000 1125.00| 0.50000 1250.00| MULCHED SEEDING, R | | | 0035 621-06565 0.700 Mg | 842.00000 589.40| 850.00000 595.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 462 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 571,833.00 ROUTE : US 41 CALL ORDER : 462 CONTRACT ID : B -25406-A COUNTIES : FOUNTAIN LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06567 20.000 kL | 0.53000 10.60| 0.55000 11.00| WATER | | | 0037 621-06574 1085.000 m2 | 4.10000 4448.50| 4.25000 4611.25| SODDING | | | 0038 622-52436 4.000 EACH| 25.00000 100.00| 29.00000 116.00| SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 162.000 EACH| 9.00000 1458.00| 10.00000 1620.00| SEEDLING | | | 0040 713-51334 LUMP| 80000.00000 80000.00| 63000.00000 63000.00| TEMPORARY PIPE AND APPROACHES | | | 0041 715-05169 22.500 m | 66.00000 1485.00| 73.00000 1642.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05173 13.500 m | 105.00000 1417.50| 120.00000 1620.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0043 715-46005 4.000 EACH| 240.00000 960.00| 130.00000 520.00| PIPE END SECTION, 375 mm | | | 0044 715-46020 2.000 EACH| 300.00000 600.00| 190.00000 380.00| PIPE END SECTION, 600 mm | | | 0045 723-06660 75.500 m2 | 440.00000 33220.00| 750.00000 56625.00| WINGWALL | | | 0046 723-06955 18.300 m | 5800.00000 106140.00| 6500.00000 118950.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0047 801-04308 2.000 EACH| 220.00000 440.00| 235.00000 470.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06203 970.000 m | 0.86000 834.20| 1.00000 970.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 2148.000 m | 3.20000 6873.60| 3.40000 7303.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06605 8.000 EACH| 75.00000 600.00| 90.00000 720.00| BARRICADE, IIIA | | | 0051 801-06640 17.000 EACH| 85.00000 1445.00| 95.00000 1615.00| CONSTRUCTION SIGN, A | | | 0052 801-06645 10.000 EACH| 40.00000 400.00| 50.00000 500.00| CONSTRUCTION SIGN, B | | | 0053 801-06649 33.000 EACH| 5.00000 165.00| 6.00000 198.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0054 808-06703 660.000 m | 0.95000 627.00| 1.10000 726.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0055 808-75240 154.000 m | 0.95000 146.30| 1.10000 169.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 462 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 571,833.00 ROUTE : US 41 CALL ORDER : 462 CONTRACT ID : B -25406-A COUNTIES : FOUNTAIN LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-75245 934.000 m | 0.95000 887.30| 1.10000 1027.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75996 29.000 EACH| 6.50000 188.50| 25.00000 725.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 29.000 EACH| 39.00000 1131.00| 48.00000 1392.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 201-52370 LUMP| 11400.00000 11400.00| 12500.00000 12500.00| CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 579,068.43| $ 602,725.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 579,068.43| $ 602,725.67| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 70,671.35 ROUTE : I-69 CALL ORDER : 470 CONTRACT ID : B -25409-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/03/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0694121 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 65,325.78 100.0000% 2 35-1374866 PRIMCO, INC. $ 67,603.85 103.4872% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 79,116.62 121.1108% 4 35-1057237 MCCOY, R.L., INC. $ 83,725.12 128.1655% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, 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 3.000 MOS | 1300.00000 3900.00| 1100.00000 3300.00| 1950.00000 5850.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 3200.00000 3200.00| 3380.19000 3380.19| 5200.00000 5200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02446 65.000 m | 260.00000 16900.00| 130.50000 8482.50| 225.00000 14625.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0004 602-06729 35.000 EACH| 3.15000 110.25| 2.85000 99.75| 2.85000 99.75 BARRIER DELINEATOR | | | 0005 702-51863 72.000 EACH| 11.00000 792.00| 10.67000 768.24| 14.65000 1054.80 FIELD DRILLED HOLE IN CONCRETE | | | 0006 703-96177 458.000 kg | 2.20000 1007.60| 3.32000 1520.56| 2.50000 1145.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0007 706-51020 8.500 m3 | 920.00000 7820.00| 1700.75000 14456.38| 1320.00000 11220.00 CONCRETE, C, RAILING | | | 0008 706-51132 65.000 m | 50.00000 3250.00| 60.75000 3948.75| 95.00000 6175.00 RAILING, RESET | | | 0009 709-51821 LUMP| 15120.00000 15120.00| 9199.76000 9199.76| 4210.00000 4210.00 SURFACE SEAL | | | 0010 724-03276 18.800 m | 20.00000 376.00| 350.50000 6589.40| 285.00000 5358.00 EXPANSION JOINT SEALING SYSTEM , | | | WITHOUT NOSING | | | 0011 729-51875 10.000 m2 | 80.00000 800.00| 175.50000 1755.00| 465.00000 4650.00 CONCRETE, A, PATCHING | | | 0012 801-04308 2.000 EACH| 360.00000 720.00| 325.00000 650.00| 325.00000 650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0013 801-06208 650.000 m | 2.55000 1657.50| 2.32000 1508.00| 2.32000 1508.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 70,671.35 ROUTE : I-69 CALL ORDER : 470 CONTRACT ID : B -25409-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06606 4.000 EACH| 110.00000 440.00| 100.00000 400.00| 100.00000 400.00 BARRICADE, IIIB | | | 0015 801-06625 11.000 EACH| 71.50000 786.50| 65.00000 715.00| 65.00000 715.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 48.000 EACH| 47.00000 2256.00| 42.50000 2040.00| 42.50000 2040.00 CONSTRUCTION SIGN, A | | | 0017 801-06645 4.000 EACH| 7.70000 30.80| 7.00000 28.00| 7.00000 28.00 CONSTRUCTION SIGN, B | | | 0018 801-06710 120.000 DAY | 2.00000 240.00| 1.00000 120.00| 1.00000 120.00 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 4125.00000 4125.00| 6405.40000 6405.40| 9600.00000 9600.00 MAINTAINING TRAFFIC | | | 0020 802-94715 LUMP| 1600.00000 1600.00| 2068.85000 2068.85| 4300.00000 4300.00 SIGNS, SHEET, REMOVE AND RESET | | | 0021 808-06695 130.000 m | 0.25000 32.50| 0.22000 28.60| 0.22000 28.60 LINE, PAINT, SOLID, WHITE, 125 mm | | | 0022 808-06712 16.500 m | 0.25000 4.13| 0.20000 3.30| 0.20000 3.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06714 65.000 m | 0.25000 16.25| 0.20000 13.00| 0.20000 13.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06716 113.000 m | 1.00000 113.00| 0.87000 98.31| 0.87000 98.31 LINE, REMOVE | | | 0025 808-75001 113.000 m | 0.25000 28.25| 0.22000 24.86| 0.22000 24.86 LINE, PAINT, BROKEN, WHITE, 125 mm | | | SECTION TOTALS | $ 65,325.78| $ 67,603.85| $ 79,116.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 65,325.78| $ 67,603.85| $ 79,116.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 70,671.35 ROUTE : I-69 CALL ORDER : 470 CONTRACT ID : B -25409-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., 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 3.000 MOS | 1800.00000 5400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 8000.00000 8000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02446 65.000 m | 250.00000 16250.00| | BRIDGE RAILING, CONCRETE, REMOVE | | | 0004 602-06729 35.000 EACH| 2.85000 99.75| | BARRIER DELINEATOR | | | 0005 702-51863 72.000 EACH| 9.00000 648.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0006 703-96177 458.000 kg | 1.35000 618.30| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0007 706-51020 8.500 m3 | 2400.00000 20400.00| | CONCRETE, C, RAILING | | | 0008 706-51132 65.000 m | 40.00000 2600.00| | RAILING, RESET | | | 0009 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | 0010 724-03276 18.800 m | 225.00000 4230.00| | EXPANSION JOINT SEALING SYSTEM , | | | WITHOUT NOSING | | | 0011 729-51875 10.000 m2 | 250.00000 2500.00| | CONCRETE, A, PATCHING | | | 0012 801-04308 2.000 EACH| 500.00000 1000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0013 801-06208 650.000 m | 2.32000 1508.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0014 801-06606 4.000 EACH| 100.00000 400.00| | BARRICADE, IIIB | | | 0015 801-06625 11.000 EACH| 65.00000 715.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 48.000 EACH| 42.50000 2040.00| | CONSTRUCTION SIGN, A | | | 0017 801-06645 4.000 EACH| 7.00000 28.00| | CONSTRUCTION SIGN, B | | | 0018 801-06710 120.000 DAY | 1.00000 120.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 70,671.35 ROUTE : I-69 CALL ORDER : 470 CONTRACT ID : B -25409-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0020 802-94715 LUMP| 2000.00000 2000.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0021 808-06695 130.000 m | 0.22000 28.60| | LINE, PAINT, SOLID, WHITE, 125 mm | | | 0022 808-06712 16.500 m | 0.20000 3.30| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06714 65.000 m | 0.20000 13.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06716 113.000 m | 0.87000 98.31| | LINE, REMOVE | | | 0025 808-75001 113.000 m | 0.22000 24.86| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | SECTION TOTALS | $ 83,725.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,725.12| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 482 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 218,485.65 ROUTE : I-74 AND I-70 CALL ORDER : 482 CONTRACT ID : B -25501-A COUNTIES : MONTGOMERY VIGO LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 39 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0741128 0701097 0701097 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 115,230.00 100.0000% ==================================================================================================================================== |(1) 31-1028573 | | |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR-BEAM STRAIGHTENING | | | 0001 110-01001 LUMP| 8861.00000 8861.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51860 LUMP| 4200.00000 4200.00| | PAINT STEEL BRIDGE, PORTIONS , STR NO 1 | | | 0003 619-51860 LUMP| 1500.00000 1500.00| | PAINT STEEL BRIDGE, PORTIONS , STR NO 2 | | | 0004 619-51860 LUMP| 5100.00000 5100.00| | PAINT STEEL BRIDGE, PORTIONS , STR NO 3 | | | 0005 619-60999 LUMP| 8250.00000 8250.00| | CLEAN STEEL BRIDGE, PARTIAL , STR NO 1 | | | 0006 619-60999 LUMP| 3000.00000 3000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR NO 2 | | | 0007 619-60999 LUMP| 10000.00000 10000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR NO 3 | | | 0008 711-51038 LUMP| 945.00000 945.00| | STRUCTURAL STEEL , STR NO 1 | | | 0009 711-51038 LUMP| 776.00000 776.00| | STRUCTURAL STEEL , STR NO 2 | | | 0010 711-51864 8.000 EACH| 69.00000 552.00| | DRILLED HOLE | | | 0011 711-51867 15.750 mm2 | 4.00000 63.00| | STRUCTURAL STEEL CUTTING | | | 0012 711-51877 LUMP| 2414.00000 2414.00| | JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0013 711-91149 LUMP| 11587.00000 11587.00| | STRAIGHTEN STEEL BEAM , STR NO 1 | | | 0014 711-91149 LUMP| 7882.00000 7882.00| | STRAIGHTEN STEEL BEAM , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 482 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 218,485.65 ROUTE : I-74 AND I-70 CALL ORDER : 482 CONTRACT ID : B -25501-A COUNTIES : MONTGOMERY VIGO LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1028573 | | |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 711-91149 LUMP| 19891.00000 19891.00| | STRAIGHTEN STEEL BEAM , STR NO 3 | | | 0016 801-01093 12.000 EACH| 550.00000 6600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0017 801-06640 59.000 EACH| 75.00000 4425.00| | CONSTRUCTION SIGN, A | | | 0018 801-06645 6.000 EACH| 25.00000 150.00| | CONSTRUCTION SIGN, B | | | 0019 801-06710 34.000 DAY | 20.00000 680.00| | FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 3581.00000 3581.00| | MAINTAINING TRAFFIC , STR NO 1 | | | 0021 801-06775 LUMP| 2078.00000 2078.00| | MAINTAINING TRAFFIC , STR NO 2 | | | 0022 801-06775 LUMP| 12695.00000 12695.00| | MAINTAINING TRAFFIC , STR NO 3 | | | SECTION TOTALS | $ 115,230.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,230.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 484 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,306.68 ROUTE : GOSPEL ST (PAOLI) CALL ORDER : 484 CONTRACT ID : B -25502-B COUNTIES : ORANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9959009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 248,000.00 100.0000% 2 35-1801998 CLR, INC. $ 253,980.54 102.4115% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 258,762.20 104.3395% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1801998 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, 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 105-06845 LUMP| 1099.00000 1099.00| 750.00000 750.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 12000.00000 12000.00| 12650.00000 12650.00| 12811.00000 12811.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 18000.00000 18000.00| 10750.00000 10750.00| 35440.50000 35440.50 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0004 203-02000 38.000 m3 | 26.00000 988.00| 27.00000 1026.00| 15.00000 570.00 EXCAVATION, COMMON | | | 0005 203-06499 29.690 m2 | 34.00000 1009.46| 34.00000 1009.46| 10.00000 296.90 SUBGRADE TREATMENT | | | 0006 210-05811 14.000 EACH| 300.00000 4200.00| 525.00000 7350.00| 250.00000 3500.00 REPAIR EXISTING STRUCTURE, HEAT | | | STRAIGHTENING BENT MEMBERS | | | 0007 210-05811 28.000 EACH| 400.00000 11200.00| 12.00000 336.00| 350.00000 9800.00 REPAIR OF LATERAL BRACING | | | 0008 210-06750 LUMP| 1000.00000 1000.00| 750.00000 750.00| 1000.00000 1000.00 INSTALL BUILDERS PLATES | | | 0009 210-06750 LUMP| 2000.00000 2000.00| 1900.00000 1900.00| 3000.00000 3000.00 INSTALL NEW PORTAL BRACING | | | 0010 303-52308 93.490 Mg | 25.00000 2337.25| 32.00000 2991.68| 20.00000 1869.80 COMPACTED AGGREGATE, O, 53 | | | 0011 303-52309 84.990 Mg | 25.00000 2124.75| 16.00000 1359.84| 20.00000 1699.80 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 402-05474 35.620 Mg | 100.00000 3562.00| 84.00000 2992.08| 135.00000 4808.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 14.840 Mg | 100.00000 1484.00| 99.00000 1469.16| 135.00000 2003.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 404-05514 35.980 m2 | 12.00000 431.76| 8.00000 287.84| 12.50000 449.75 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 484 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,306.68 ROUTE : GOSPEL ST (PAOLI) CALL ORDER : 484 CONTRACT ID : B -25502-B COUNTIES : ORANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1801998 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05521 197.900 m2 | 1.25000 247.38| 0.80000 158.32| 1.50000 296.85 ASPHALT FOR TACK COAT | | | 0016 619-51859 LUMP| 43100.00000 43100.00| 24000.00000 24000.00| 27500.00000 27500.00 PAINT STEEL BRIDGE | | | 0017 619-51859 LUMP| 3100.00000 3100.00| 12000.00000 12000.00| 16500.00000 16500.00 PAINT STEEL BRIDGE PEDESTRIAN BRIDGE # 1| | | 0018 619-51859 LUMP| 3100.00000 3100.00| 12000.00000 12000.00| 16500.00000 16500.00 PAINT STEEL BRIDGE PEDESTRIAN BRIDGE # 2| | | 0019 702-51005 2.500 m3 | 2000.00000 5000.00| 1225.00000 3062.50| 1000.00000 2500.00 CONCRETE, A, SUBSTRUCTURE | | | 0020 702-51863 70.000 EACH| 14.00000 980.00| 9.50000 665.00| 15.00000 1050.00 FIELD DRILLED HOLE IN CONCRETE | | | 0021 703-51030 211.000 kg | 2.65000 559.15| 8.00000 1688.00| 1.50000 316.50 REINFORCING STEEL | | | 0022 710-51870 36.270 m2 | 172.20000 6245.69| 110.00000 3989.70| 100.00000 3627.00 REPOINTING MASONRY IN STRUCTURES | | | 0023 711-05395 25.000 EACH| 135.00000 3375.00| 55.00000 1375.00| 15.00000 375.00 REPLACE RIVETS | | | 0024 711-51035 18254.600 kg | 5.45000 99487.57| 6.73000 122853.46| 5.00000 91273.00 STRUCTURAL STEEL | | | 0025 712-06399 LUMP| 16000.00000 16000.00| 21000.00000 21000.00| 12000.00000 12000.00 TIMBER, TREATED | | | 0026 726-92406 4.000 EACH| 800.00000 3200.00| 862.00000 3448.00| 1070.00000 4280.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0027 801-04308 4.000 EACH| 100.00000 400.00| 75.00000 300.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06605 4.000 EACH| 50.00000 200.00| 80.00000 320.00| 100.00000 400.00 BARRICADE, IIIA | | | 0029 802-05701 19.500 m | 32.00000 624.00| 30.00000 585.00| 35.00000 682.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0030 802-76025 1.980 m2 | 186.98000 370.22| 195.00000 386.10| 225.00000 445.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0031 802-76035 1.980 m2 | 203.98000 403.88| 180.00000 356.40| 250.00000 495.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0032 802-76055 11.400 m | 14.99000 170.89| 15.00000 171.00| 15.00000 171.00 SIGN POST, A | | | SECTION TOTALS | $ 248,000.00| $ 253,980.54| $ 258,762.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 248,000.00| $ 253,980.54| $ 258,762.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,029,091.75 ROUTE : BUTLER AVENUE CALL ORDER : 490 CONTRACT ID : B -25508-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : D180002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. REJECTED $ 929,576.94 100.0000% 2 35-1374866 PRIMCO, INC. $ 986,677.79 106.1426% 3 35-1057237 MCCOY, R.L., INC. $ 1,088,868.55 117.1359% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 496 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 496 CONTRACT ID : B -25557-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/01 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 $ 816,942.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,074,589.00 131.5378% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,929,533.30 236.1895% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 2,230,051.00 272.9751% ====================================================================================================================================