INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,407.10 ROUTE : US 35, US 421 CALL ORDER : 500 CONTRACT ID : M -24198-B COUNTIES : CASS PULASKI LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 954,261.25 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47000.00000 47000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 4200.000 m | 18.00000 75600.00| | CURB, CONCRETE, REMOVE | | | 0005 202-02928 1.000 EACH| 1000.00000 1000.00| | CATCH BASIN, REMOVE | | | 0006 202-52710 130.000 m2 | 23.00000 2990.00| | SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 53000.000 m2 | 1.30000 68900.00| | SURFACE MILLING, ASPHALT | | | 0008 202-93615 1000.000 m2 | 18.00000 18000.00| | CONCRETE, REMOVE | | | 0009 305-05204 65.000 Mg | 52.00000 3380.00| | HMA FOR PATCHING | | | 0010 402-05473 555.000 Mg | 52.00000 28860.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0011 402-05477 3900.000 Mg | 43.00000 167700.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0012 406-05520 16.000 Mg | 560.00000 8960.00| | ASPHALT FOR TACK COAT | | | 0013 604-06069 30.000 m2 | 90.00000 2700.00| | CURB RAMP, CONCRETE | | | 0014 604-06070 100.000 m2 | 60.00000 6000.00| | SIDEWALK, CONCRETE | | | 0015 605-06120 4200.000 m | 62.00000 260400.00| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,407.10 ROUTE : US 35, US 421 CALL ORDER : 500 CONTRACT ID : M -24198-B COUNTIES : CASS PULASKI LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 140.000 Mg | 90.00000 12600.00| | HMA FOR APPROACHES | | | 0017 611-05332 1000.000 m2 | 55.00000 55000.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0018 621-06574 3300.000 m2 | 3.50000 11550.00| | SODDING | | | 0019 715-91361 3.000 m | 425.00000 1275.00| | PIPE, PVC, 150 mm | | | 0020 715-92537 7.000 m | 375.00000 2625.00| | PIPE, PVC, 200 mm | | | 0021 715-96040 24.000 m | 330.00000 7920.00| | PIPE, PVC, SDR 35, 300 mm | | | 0022 720-44000 2.000 EACH| 500.00000 1000.00| | CASTING, ADJUST TO GRADE | | | 0023 720-45250 20.000 EACH| 2100.00000 42000.00| | CATCH BASIN, K10 | | | 0024 720-96127 7.000 EACH| 2100.00000 14700.00| | CATCH BASIN, K13 | | | 0025 801-01428 90.000 m | 10.00000 900.00| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0026 801-01726 500.000 m | 3.00000 1500.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0027 801-02581 500.000 m | 3.00000 1500.00| | TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0028 801-06640 55.000 EACH| 135.00000 7425.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 60600.00000 60600.00| | MAINTAINING TRAFFIC | | | 0030 801-98523 90.000 m | 5.00000 450.00| | TEMPORARY PAINT, STOP LINE, 600 mm | | | 0031 808-04298 2.000 EACH| 275.00000 550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0032 808-06713 950.000 m | 0.40000 380.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-75240 850.000 m | 0.85000 722.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,407.10 ROUTE : US 35, US 421 CALL ORDER : 500 CONTRACT ID : M -24198-B COUNTIES : CASS PULASKI LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75245 3800.000 m | 0.85000 3230.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0035 808-75297 150.000 m | 8.75000 1312.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 375.000 m | 2.75000 1031.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0037 808-75996 250.000 EACH| 5.00000 1250.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 250.000 EACH| 25.00000 6250.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 954,261.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 954,261.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 505 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,775.30 ROUTE : US 231 CALL ORDER : 505 CONTRACT ID : M -24243-B COUNTIES : PUTNAM LETTING DATE : 06/15/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 120,625.37 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 124,125.81 102.9019% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 5.000 MOS | 3393.14000 16965.70| 1337.55000 6687.75| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4200.00000 4200.00| 5366.00000 5366.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 4710.00000 4710.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1444.94000 1444.94| 2384.50000 2384.50| CLEARING RIGHT OF WAY | | | 0005 202-02240 22.600 m2 | 78.92000 1783.59| 89.20000 2015.92| PAVEMENT, REMOVE | | | 0006 202-02278 62.260 m | 64.74000 4030.71| 47.73000 2971.67| CURB, CONCRETE, REMOVE | | | 0007 202-02279 16.450 m | 107.88000 1774.63| 45.18000 743.21| CURB AND GUTTER, REMOVE | | | 0008 202-52710 63.700 m2 | 27.86000 1774.68| 21.86000 1392.48| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 1846.350 m2 | 5.01000 9250.21| 4.99000 9213.29| SURFACE MILLING, ASPHALT | | | 0010 202-91385 1.000 EACH| 709.89000 709.89| 795.50000 795.50| INLET, REMOVE | | | 0011 202-96133 9.400 m | 310.16000 2915.50| 179.90000 1691.06| PIPE, REMOVE | | | 0012 203-02000 81.000 m3 | 43.82000 3549.42| 38.91000 3151.71| EXCAVATION, COMMON | | | 0013 205-02224 120.000 m | 6.72000 806.40| 6.72000 806.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02237 4.000 EACH| 78.75000 315.00| 78.75000 315.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 505 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,775.30 ROUTE : US 231 CALL ORDER : 505 CONTRACT ID : M -24243-B COUNTIES : PUTNAM LETTING DATE : 06/15/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 49.000 m3 | 11.91000 583.59| 121.89000 5972.61| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 31.300 Mg | 82.11000 2570.04| 54.83000 1716.18| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 16.300 Mg | 145.05000 2364.32| 139.71000 2277.27| HMA FOR PATCHING | | | 0018 305-05206 29.890 Mg | 92.68000 2770.21| 103.36000 3089.43| WIDENING WITH HMA | | | 0019 402-05477 138.000 Mg | 83.08000 11465.04| 96.34000 13294.92| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 406-05520 0.530 Mg | 209.32000 110.94| 220.50000 116.87| ASPHALT FOR TACK COAT | | | 0021 604-06069 33.880 m2 | 100.17000 3393.76| 65.58000 2221.85| CURB RAMP, CONCRETE | | | 0022 604-06070 63.700 m2 | 51.13000 3256.98| 38.59000 2458.18| SIDEWALK, CONCRETE | | | 0023 605-06120 25.760 m | 113.82000 2932.00| 54.37000 1400.57| CURB, CONCRETE | | | 0024 605-52807 46.860 m | 123.52000 5788.15| 89.98000 4216.46| CURB AND GUTTER, COMBINED | | | 0025 605-92800 28.810 m | 106.97000 3081.81| 78.47000 2260.72| CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0026 621-06575 120.000 m2 | 17.60000 2112.00| 18.85000 2262.00| SODDING, NURSERY | | | 0027 715-01459 72.600 m | 98.74000 7168.52| 74.73000 5425.40| PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0028 715-41055 9.400 m | 329.19000 3094.39| 331.15000 3112.81| PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0029 720-02442 1.000 EACH| 349.37000 349.37| 323.60000 323.60| PIPE, PLUG EXISTING | | | 0030 720-04499 2.000 EACH| 1512.94000 3025.88| 554.00000 1108.00| INLET, RECONSTRUCT | | | 0031 720-45045 1.000 EACH| 1430.82000 1430.82| 1478.00000 1478.00| INLET, J10 | | | 0032 720-45055 1.000 EACH| 1256.89000 1256.89| 1478.00000 1478.00| INLET, M10 | | | 0033 801-06640 10.000 EACH| 84.00000 840.00| 84.00000 840.00| CONSTRUCTION SIGN, A | | | 0034 801-06643 15.000 m | 3.27000 49.05| 3.15000 47.25| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 505 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,775.30 ROUTE : US 231 CALL ORDER : 505 CONTRACT ID : M -24243-B COUNTIES : PUTNAM LETTING DATE : 06/15/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06644 80.000 m | 3.21000 256.80| 3.15000 252.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0036 801-06775 LUMP| 6030.49000 6030.49| 25352.00000 25352.00| MAINTAINING TRAFFIC | | | 0037 808-06703 164.360 m | 1.36000 223.53| 1.37000 225.17| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0038 808-75245 190.780 m | 1.36000 259.46| 1.37000 261.37| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0039 808-75260 19.510 m | 10.50000 204.86| 10.50000 204.86| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0040 808-75278 6.370 m | 12.08000 76.95| 12.08000 76.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0041 808-75297 6.930 m | 17.33000 120.10| 17.33000 120.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0042 808-75320 3.000 EACH| 68.25000 204.75| 68.25000 204.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0043 808-75325 1.000 EACH| 84.00000 84.00| 84.00000 84.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 120,625.37| $ 124,125.81| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 120,625.37| $ 124,125.81| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 575,538.80 100.0000% 2 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 598,940.41 104.0660% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 604,889.24 105.0996% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 668,364.05 116.1284% 5 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 672,117.36 116.7805% 6 35-1479719 MILLER & SONS MASONRY, INC. $ 694,799.78 120.7216% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 798,631.30 138.7623% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|SCHUTT-LOOKABILL COMPANY, IN|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING CONCRETE | | | 0001 105-06790 6.000 MOS | 2200.00000 13200.00| 1469.55000 8817.30| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 29000.00000 29000.00| 29894.15000 29894.15| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 320.000 m | 16.00000 5120.00| 8.79000 2812.80| 9.50000 3040.00 CURB, CONCRETE, REMOVE | | | 0004 303-52308 50.000 Mg | 31.00000 1550.00| 22.58000 1129.00| 25.50000 1275.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 305-05204 860.000 Mg | 65.00000 55900.00| 74.18000 63794.80| 60.00000 51600.00 HMA FOR PATCHING | | | 0006 310-04014 4424.030 m2 | 90.00000 398162.70| 99.86000 441783.64| 98.00000 433554.94 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0007 605-06120 320.000 m | 60.00000 19200.00| 37.13000 11881.60| 39.00000 12480.00 CURB, CONCRETE | | | 0008 720-44000 15.000 EACH| 400.00000 6000.00| 325.94000 4889.10| 240.00000 3600.00 CASTING, ADJUST TO GRADE | | | 0009 801-06640 36.000 EACH| 68.00000 2448.00| 73.65000 2651.40| 60.00000 2160.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 120.000 DAY | 19.00000 2280.00| 27.20000 3264.00| 16.00000 1920.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 30000.00000 30000.00| 12054.05000 12054.05| 44000.00000 44000.00 MAINTAINING TRAFFIC | | | 0012 805-01836 200.000 m | 4.10000 820.00| 5.67000 1134.00| 4.25000 850.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|SCHUTT-LOOKABILL COMPANY, IN|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 805-02327 1.000 EACH| 230.00000 230.00| 283.24000 283.24| 230.50000 230.50 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0014 805-78470 672.000 m | 1.05000 705.60| 1.70000 1142.40| 1.20000 806.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0015 805-78795 200.000 m | 34.00000 6800.00| 39.66000 7932.00| 34.50000 6900.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 805-78800 4.000 EACH| 440.00000 1760.00| 736.42000 2945.68| 443.10000 1772.40 SIGNAL DETECTOR HOUSING INSTALL | | | 0017 808-06711 1875.000 m | 0.14000 262.50| 0.15000 281.25| 0.16000 300.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0018 808-06713 7500.000 m | 0.14000 1050.00| 0.15000 1125.00| 0.16000 1200.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 7500.000 m | 0.14000 1050.00| 0.15000 1125.00| 0.16000 1200.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 575,538.80| $ 598,940.41| $ 604,889.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,538.80| $ 598,940.41| $ 604,889.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1357381 |(6) 35-1479719 |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR, INC|MILLER & SONS MASONRY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING CONCRETE | | | 0001 105-06790 6.000 MOS | 1376.98000 8261.88| 975.00000 5850.00| 1850.00000 11100.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 27395.58000 27395.58| 33000.00000 33000.00| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 320.000 m | 13.93000 4457.60| 40.00000 12800.00| 19.00000 6080.00 CURB, CONCRETE, REMOVE | | | 0004 303-52308 50.000 Mg | 24.32000 1216.00| 32.00000 1600.00| 40.00000 2000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 305-05204 860.000 Mg | 64.64000 55590.40| 56.00000 48160.00| 130.00000 111800.00 HMA FOR PATCHING | | | 0006 310-04014 4424.030 m2 | 106.00000 468947.18| 112.00000 495491.36| 101.00000 446827.03 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0007 605-06120 320.000 m | 47.31000 15139.20| 59.00000 18880.00| 39.40000 12608.00 CURB, CONCRETE | | | 0008 720-44000 15.000 EACH| 204.49000 3067.35| 210.00000 3150.00| 250.00000 3750.00 CASTING, ADJUST TO GRADE | | | 0009 801-06640 36.000 EACH| 68.25000 2457.00| 60.00000 2160.00| 75.00000 2700.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 120.000 DAY | 22.53000 2703.60| 15.00000 1800.00| 25.00000 3000.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 64311.50000 64311.50| 33000.00000 33000.00| 49000.00000 49000.00 MAINTAINING TRAFFIC | | | 0012 805-01836 200.000 m | 5.25000 1050.00| 5.00000 1000.00| 10.00000 2000.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0013 805-02327 1.000 EACH| 262.50000 262.50| 275.00000 275.00| 400.00000 400.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0014 805-78470 672.000 m | 1.58000 1061.76| 1.75000 1176.00| 3.00000 2016.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0015 805-78795 200.000 m | 36.75000 7350.00| 38.00000 7600.00| 38.00000 7600.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 805-78800 4.000 EACH| 682.50000 2730.00| 700.00000 2800.00| 800.00000 3200.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0017 808-06711 1875.000 m | 0.14000 262.50| 0.20000 375.00| 0.25000 468.75 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0018 808-06713 7500.000 m | 0.14000 1050.00| 0.20000 1500.00| 0.25000 1875.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 7500.000 m | 0.14000 1050.00| 0.20000 1500.00| 0.25000 1875.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1357381 |(6) 35-1479719 |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR, INC|MILLER & SONS MASONRY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 668,364.05| $ 672,117.36| $ 694,799.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 668,364.05| $ 672,117.36| $ 694,799.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING CONCRETE | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 39500.00000 39500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 320.000 m | 18.00000 5760.00| | CURB, CONCRETE, REMOVE | | | 0004 303-52308 50.000 Mg | 45.00000 2250.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 305-05204 860.000 Mg | 80.00000 68800.00| | HMA FOR PATCHING | | | 0006 310-04014 4424.030 m2 | 135.00000 597244.05| | PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0007 605-06120 320.000 m | 56.00000 17920.00| | CURB, CONCRETE | | | 0008 720-44000 15.000 EACH| 600.00000 9000.00| | CASTING, ADJUST TO GRADE | | | 0009 801-06640 36.000 EACH| 59.00000 2124.00| | CONSTRUCTION SIGN, A | | | 0010 801-06710 120.000 DAY | 15.00000 1800.00| | FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 32850.00000 32850.00| | MAINTAINING TRAFFIC | | | 0012 805-01836 200.000 m | 3.90000 780.00| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0013 805-02327 1.000 EACH| 220.00000 220.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0014 805-78470 672.000 m | 1.00000 672.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0015 805-78795 200.000 m | 32.50000 6500.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 805-78800 4.000 EACH| 420.00000 1680.00| | SIGNAL DETECTOR HOUSING INSTALL | | | 0017 808-06711 1875.000 m | 0.15000 281.25| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0018 808-06713 7500.000 m | 0.15000 1125.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 7500.000 m | 0.15000 1125.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 675,032.18 ROUTE : 7 CALL ORDER : 510 CONTRACT ID : M -24385-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 798,631.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 798,631.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,992.97 ROUTE : 111 CALL ORDER : 520 CONTRACT ID : M -24386-A COUNTIES : HARRISON LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0248940 CORYDON STONE & ASPHALT, INC. $ 219,993.15 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 258,700.00 117.5945% ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT, INC|GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 110-01001 LUMP| 10950.00000 10950.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 57530.000 m2 | 0.55000 31641.50| 0.75000 43147.50| SURFACE MILLING, ASPHALT | | | 0003 303-52309 750.000 Mg | 16.50000 12375.00| 15.00000 11250.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 402-05495 5178.000 Mg | 27.50000 142395.00| 32.00000 165696.00| HMA WEDGE AND LEVEL | | | 0005 406-05520 16.000 Mg | 150.00000 2400.00| 100.00000 1600.00| ASPHALT FOR TACK COAT | | | 0006 801-06640 22.000 EACH| 50.00000 1100.00| 85.00000 1870.00| CONSTRUCTION SIGN, A | | | 0007 801-06643 1389.000 m | 2.70000 3750.30| 2.75000 3819.75| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0008 801-06775 LUMP| 8300.00000 8300.00| 13068.50000 13068.50| MAINTAINING TRAFFIC | | | 0009 808-06713 13885.000 m | 0.17000 2360.45| 0.15000 2082.75| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0010 808-06714 27770.000 m | 0.17000 4720.90| 0.15000 4165.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 219,993.15| $ 258,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,993.15| $ 258,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,142.00 ROUTE : VARIOUS CALL ORDER : 530 CONTRACT ID : M -24515-A COUNTIES : VARIOUS LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 257,420.05 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 269,736.73 104.7846% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 601-01838 2500.000 EACH| 18.00000 45000.00| 15.01000 37525.00| GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0002 601-03599 50.000 EACH| 110.00000 5500.00| 112.88000 5644.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, 3, | | | 810 m | | | 0003 601-04754 1.000 EACH| 1000.00000 1000.00| 908.00000 908.00| ENERGY ABSORBING TERMINAL , 3 BAY, | | | LABOR ONLY | | | 0004 601-04754 1.000 EACH| 1050.00000 1050.00| 1137.00000 1137.00| ENERGY ABSORBING TERMINAL , 5 BAY, | | | LABOR ONLY | | | 0005 601-04754 1.000 EACH| 1100.00000 1100.00| 1137.00000 1137.00| ENERGY ABSORBING TERMINAL , 6 BAY, | | | LABOR ONLY | | | 0006 601-04754 1.000 EACH| 1150.00000 1150.00| 1421.00000 1421.00| ENERGY ABSORBING TERMINAL , 9 BAY, | | | LABOR ONLY | | | 0007 601-06774 4.000 EACH| 4100.00000 16400.00| 2673.75000 10695.00| COMBINATION ATTENUATING TERMINAL | | | 0008 601-52540 2.000 EACH| 1600.00000 3200.00| 1365.84000 2731.68| GUARDRAIL TERMINAL SECTION, W BEAM | | | 0009 601-61340 100.000 EACH| 60.00000 6000.00| 58.56000 5856.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0010 601-61390 25.000 EACH| 40.00000 1000.00| 23.88000 597.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0011 601-61400 50.000 EACH| 330.00000 16500.00| 429.29000 21464.50| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,142.00 ROUTE : VARIOUS CALL ORDER : 530 CONTRACT ID : M -24515-A COUNTIES : VARIOUS LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-61401 4.000 EACH| 600.00000 2400.00| 429.29000 1717.16| GUARDRAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0013 601-61410 2.000 EACH| 50.00000 100.00| 46.05000 92.10| GUARDRAIL TERMINAL SECTION, DOUBLEFACE, | | | GALVANIZED | | | 0014 601-61545 100.000 EACH| 28.00000 2800.00| 8.20000 820.00| GUARDRAIL POST, ALUMINUM, INSTALL | | | 0015 601-61550 2.000 EACH| 50.00000 100.00| 66.80000 133.60| GUARDRAIL TERMINAL END SECTION, ALUMINUM| | | 0016 601-62070 3658.000 m | 19.65000 71879.70| 21.79000 79707.82| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0017 601-62090 762.000 m | 8.55000 6515.10| 9.00000 6858.00| GUARDRAIL, STEEL BEAM, INSTALL | | | 0018 601-62100 400.000 EACH| 25.00000 10000.00| 23.29000 9316.00| GUARDRAIL POST, STEEL, INSTALL | | | 0019 601-62110 3048.000 m | 8.50000 25908.00| 9.85000 30022.80| GUARDRAIL, CHANNEL, 10 kg PER m, INSTALL| | | 0020 601-62149 2.000 EACH| 85.00000 170.00| 66.60000 133.20| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2515 mm LONG | | | 0021 601-62150 2.000 EACH| 75.00000 150.00| 55.60000 111.20| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2134 mm LONG | | | 0022 601-62460 5.000 EACH| 70.00000 350.00| 69.00000 345.00| GUARDRAIL ANCHOR CABLE ASSEMBLY, 19 mm | | | 0023 601-62480 5.000 EACH| 80.00000 400.00| 80.50000 402.50| GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0024 601-62490 2.000 EACH| 75.00000 150.00| 80.50000 161.00| GUARDRAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0025 601-62500 31.000 m | 23.00000 713.00| 10.57000 327.67| GUARDRAIL, BREAKAWAY CABLE TERMINAL, | | | STEEL BEAM, GALVANIZED, 7.62 m LONG | | | 0026 601-62510 8.000 EACH| 50.00000 400.00| 26.98000 215.84| GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0027 601-62520 10.000 EACH| 75.00000 750.00| 74.75000 747.50| GUARDRAIL, BREAKAWAY CABLE TERMINAL, | | | 275 mm RAD. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,142.00 ROUTE : VARIOUS CALL ORDER : 530 CONTRACT ID : M -24515-A COUNTIES : VARIOUS LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-62554 366.000 m | 8.00000 2928.00| 10.34000 3784.44| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM,| | | INSTALL | | | 0029 601-62570 2.000 EACH| 18.00000 36.00| 16.05000 32.10| GUARDRAIL DIAPHRAGM, ALUMINUM | | | 0030 601-62580 50.000 EACH| 8.00000 400.00| 41.05000 2052.50| GUARDRAIL SPLICE BAR, ALUMINUM | | | 0031 601-62600 2.000 EACH| 70.00000 140.00| 25.00000 50.00| GUARDRAIL POST BRACKET, A, ALUMINUM | | | 0032 601-62610 1.000 EACH| 150.00000 150.00| 116.20000 116.20| GUARDRAIL POST PADDLE, ALUMINUM | | | 0033 601-62720 16.000 m | 27.00000 432.00| 13.12000 209.92| GUARDRAIL, TUBING, 1, ALUMINUM | | | 0034 601-90360 1.000 EACH| 450.00000 450.00| 730.00000 730.00| GUARDRAIL BURIED END, ALUMINUM, SINGLE | | | FACE | | | 0035 601-90361 1.000 EACH| 600.00000 600.00| 1089.50000 1089.50| GUARDRAIL BURIED END, ALUMINUM, DOUBLE | | | FACE | | | 0036 601-90382 1.000 EACH| 125.00000 125.00| 87.00000 87.00| GUARDRAIL POST, ALUMINUM, 2134 mm | | | 0037 601-90960 6.000 m | 40.00000 240.00| 13.12000 78.72| GUARDRAIL, TUBE, ALUMINUM, III | | | 0038 601-91197 100.000 EACH| 16.00000 1600.00| 15.23000 1523.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | ADJUSTABLE, 419 mm LONG | | | 0039 601-91426 1.000 EACH| 100.00000 100.00| 69.75000 69.75| GUARDRAIL TERMINAL END SECTION, A | | | 0040 601-91504 2.000 EACH| 120.00000 240.00| 90.70000 181.40| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0041 601-91505 2.000 EACH| 100.00000 200.00| 58.73000 117.46| GUARDRAIL POST, W2, 200 mm X 200 mm | | | 0042 601-91510 5.000 EACH| 100.00000 500.00| 58.73000 293.65| GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0043 601-91511 2.000 EACH| 98.00000 196.00| 56.26000 112.52| GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0044 601-91542 3.000 EACH| 20.00000 60.00| 12.65000 37.95| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0045 601-91575 2.000 EACH| 20.00000 40.00| 12.65000 25.30| GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0046 601-91576 5.000 EACH| 18.00000 90.00| 10.92000 54.60| GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,142.00 ROUTE : VARIOUS CALL ORDER : 530 CONTRACT ID : M -24515-A COUNTIES : VARIOUS LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 601-91649 5.000 EACH| 130.00000 650.00| 120.63000 603.15| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0048 601-91653 5.000 EACH| 122.00000 610.00| 98.10000 490.50| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0049 601-92271 1.000 EACH| 14.00000 14.00| 7.05000 7.05| GUARDRAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0050 601-93346 5.000 EACH| 40.00000 200.00| 117.00000 585.00| GUARDRAIL CONNECTOR, AS | | | 0051 601-93594 1.000 EACH| 80.00000 80.00| 31.85000 31.85| OFFSET BRACKET, ALUMINUM | | | 0052 601-95972 10.000 EACH| 70.00000 700.00| 47.40000 474.00| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0053 601-97946 2.000 EACH| 30.00000 60.00| 19.31000 38.62| GUARDRAIL POST, 89 mm X 127 mm X 2119 | | | mm, INSTALL | | | 0054 601-97947 200.000 EACH| 5.00000 1000.00| 8.10000 1620.00| GUARDRAIL CLAMP BAR, ALUMINUM | | | 0055 601-97948 10.000 EACH| 80.00000 800.00| 73.80000 738.00| GUARDRAIL POST, PADDLE, 23 kg PER m, | | | GALVANIZED, 1905 mm LONG | | | 0056 601-97950 5.000 EACH| 20.00000 100.00| 10.00000 50.00| GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0057 702-93722 3.000 m3 | 1000.00000 3000.00| 2615.91000 7847.73| CONCRETE, C | | | 0058 706-62380 5.000 EACH| 100.00000 500.00| 222.50000 1112.50| BRIDGE RAILING POST, 5A | | | 0059 706-90013 5.000 EACH| 105.00000 525.00| 222.50000 1112.50| BRIDGE RAILING POST, 5 | | | 0060 711-51823 40.000 EACH| 10.00000 400.00| 19.75000 790.00| EXPANSION ANCHOR, 19 mm | | | 0061 711-93593 100.000 EACH| 17.00000 1700.00| 15.23000 1523.00| OFFSET BRACKET, STEEL | | | 0062 801-06775 LUMP| 220.00000 220.00| 850.00000 850.00| MAINTAINING TRAFFIC , LOCATION NO 1 | | | 0063 801-06775 LUMP| 220.00000 220.00| 850.00000 850.00| MAINTAINING TRAFFIC , LOCATION NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,142.00 ROUTE : VARIOUS CALL ORDER : 530 CONTRACT ID : M -24515-A COUNTIES : VARIOUS LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 801-06775 LUMP| 220.00000 220.00| 850.00000 850.00| MAINTAINING TRAFFIC , LOCATION NO 3 | | | 0065 801-06775 LUMP| 300.00000 300.00| 1277.50000 1277.50| MAINTAINING TRAFFIC , LOCATION NO 4 | | | 0066 801-06775 LUMP| 300.00000 300.00| 1277.50000 1277.50| MAINTAINING TRAFFIC , LOCATION NO 5 | | | 0067 801-06775 LUMP| 300.00000 300.00| 1277.50000 1277.50| MAINTAINING TRAFFIC , LOCATION NO 6 | | | 0068 803-61440 5.000 EACH| 50.00000 250.00| 81.00000 405.00| BRIDGE BRACKET B, GALVANIZED | | | 0069 805-61330 915.000 m | 17.55000 16058.25| 16.45000 15051.75| CHANNEL, 9.9 kg PER m, 125 mm, | | | GALVANIZED | | | SECTION TOTALS | $ 257,420.05| $ 269,736.73| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,420.05| $ 269,736.73| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,121.37 ROUTE : SR 114 CALL ORDER : 540 CONTRACT ID : M -24517-A COUNTIES : PULASKI LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 123,798.21 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 147,974.81 119.5290% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 153,394.83 123.9071% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND BITUMINOUS OVERLAY | | | 0001 110-01001 LUMP| 6000.00000 6000.00| 7400.00000 7400.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 8242.000 m2 | 1.33000 10961.86| 1.18000 9725.56| 1.90000 15659.80 SURFACE MILLING, ASPHALT | | | 0003 303-04095 937.000 Mg | 10.09000 9454.33| 12.15000 11384.55| 14.75000 13820.75 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 , LIMESTONE | | | 0004 402-05479 2080.000 Mg | 27.09000 56347.20| 35.25000 73320.00| 32.50000 67600.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0005 402-05495 926.000 Mg | 26.64000 24668.64| 33.50000 31021.00| 34.20000 31669.20 HMA WEDGE AND LEVEL | | | 0006 406-05520 8.600 Mg | 170.00000 1462.00| 201.00000 1728.60| 225.00000 1935.00 ASPHALT FOR TACK COAT | | | 0007 610-05527 80.000 Mg | 42.41000 3392.80| 71.10000 5688.00| 71.00000 5680.00 HMA FOR APPROACHES | | | 0008 801-06049 113.000 m | 1.00000 113.00| 3.30000 372.90| 1.20000 135.60 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0009 801-06640 12.000 EACH| 50.00000 600.00| 49.75000 597.00| 55.00000 660.00 CONSTRUCTION SIGN, A | | | 0010 801-06643 326.000 m | 2.50000 815.00| 3.25000 1059.50| 4.30000 1401.80 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0011 801-06644 21.000 m | 3.00000 63.00| 3.25000 68.25| 17.00000 357.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0012 801-06647 21.000 m | 1.00000 21.00| 3.00000 63.00| 3.30000 69.30 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,121.37 ROUTE : SR 114 CALL ORDER : 540 CONTRACT ID : M -24517-A COUNTIES : PULASKI LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06775 LUMP| 8500.00000 8500.00| 4100.00000 4100.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0014 808-06712 510.000 m | 0.27000 137.70| 0.28000 142.80| 0.27000 137.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0015 808-06713 4074.000 m | 0.27000 1099.98| 0.28000 1140.72| 0.27000 1099.98 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 210.000 m | 0.27000 56.70| 0.28000 58.80| 0.27000 56.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-99077 3.500 m | 30.00000 105.00| 29.75000 104.13| 32.00000 112.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 600 mm | | | SECTION TOTALS | $ 123,798.21| $ 147,974.81| $ 153,394.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 123,798.21| $ 147,974.81| $ 153,394.83 ====================================================================================================================================