INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : HOVEY LAKE CALL ORDER : 111 CONTRACT ID : R -25580-A COUNTIES : POSEY LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C603 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 182,986.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 191,900.00 104.8714% 3 35-0626844 RUDOLPH, J.H. & CO $ 209,323.45 114.3931% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 115 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 115 CONTRACT ID : R -25738-A COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9918048 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1188479 BRANDT CONSTRUCTION INC REJECTED $ 840,989.12 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,013,156.11 120.4719% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2061007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 513,309.13 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 537,920.31 104.7946% 3 35-1068009 DYER CONSTRUCTION CO $ 564,299.02 109.9335% 4 36-2231526 WALSH CONSTR CO OF ILL $ 578,889.00 112.7759% 5 35-1212938 ATLAS EXCAVATING, INC. $ 598,386.81 116.5743% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1339168 |(3) 35-1068009 |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 5640.00000 5640.00| 2449.00000 2449.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 3850.00000 38500.00| 1560.00000 15600.00| 1500.00000 15000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25600.00000 25600.00| 28210.01000 28210.01| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 1100.85000 1100.85| 9500.00000 9500.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 2540.000 m2 | 2.20000 5588.00| 2.86000 7264.40| 3.00000 7620.00 SURFACE MILLING, ASPHALT | | | 0007 202-96133 118.000 m | 92.00000 10856.00| 31.01000 3659.18| 46.00000 5428.00 PIPE, REMOVE | | | 0008 203-02000 520.000 m3 | 20.00000 10400.00| 19.05000 9906.00| 19.10000 9932.00 EXCAVATION, COMMON | | | 0009 203-02070 2985.000 m3 | 12.50000 37312.50| 14.06000 41969.10| 15.00000 44775.00 BORROW | | | 0010 203-02100 7760.000 m3 | 5.85000 45396.00| 8.11000 62933.60| 8.50000 65960.00 EXCAVATION, PEAT | | | 0011 205-06932 6.500 m | 66.04000 429.26| 66.04000 429.26| 69.35000 450.78 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 25.000 Mg | 55.00000 1375.00| 119.96000 2999.00| 40.00000 1000.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1056.000 m | 5.50000 5808.00| 5.50000 5808.00| 5.80000 6124.80 TEMPORARY SILT FENCE | | | 0014 211-02050 8055.000 m3 | 12.50000 100687.50| 20.26000 163194.30| 18.25000 147003.75 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1339168 |(3) 35-1068009 |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-07454 45.100 m3 | 9.00000 405.90| 43.98000 1983.50| 25.00000 1127.50 STRUCTURE BACKFILL | | | 0016 303-01180 731.000 Mg | 23.00000 16813.00| 18.81000 13750.11| 19.80000 14473.80 COMPACTED AGGREGATE, 53 | | | 0017 402-07441 1282.000 Mg | 43.00000 55126.00| 36.10000 46280.20| 37.90000 48587.80 HMA TYPE B, BASE | | | 0018 402-07438 369.000 Mg | 48.00000 17712.00| 39.00000 14391.00| 40.95000 15110.55 HMA TYPE B, INTERMEDIATE | | | 0019 402-07433 358.000 Mg | 60.00000 21480.00| 44.00000 15752.00| 46.20000 16539.60 HMA TYPE B, SURFACE | | | 0020 404-05511 471.000 m2 | 13.00000 6123.00| 4.00000 1884.00| 4.20000 1978.20 SEAL COAT, 2 | | | 0021 405-05517 0.610 Mg | 1000.00000 610.00| 300.00000 183.00| 315.00000 192.15 ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.760 Mg | 800.00000 608.00| 250.00000 190.00| 262.50000 199.50 ASPHALT FOR TACK COAT | | | 0023 610-07487 183.000 Mg | 67.00000 12261.00| 50.00000 9150.00| 52.50000 9607.50 HMA FOR APPROACHES, TYPE B | | | 0024 615-06490 4.000 EACH| 170.00000 680.00| 391.35000 1565.40| 185.00000 740.00 RIGHT OF WAY MARKER | | | 0025 615-06505 8.000 EACH| 470.00000 3760.00| 579.14000 4633.12| 520.00000 4160.00 MONUMENT, B | | | 0026 615-06510 2.000 EACH| 370.00000 740.00| 835.19000 1670.38| 410.00000 820.00 MONUMENT, C | | | 0027 616-93366 LUMP| 10000.00000 10000.00| 8473.81000 8473.81| 20000.00000 20000.00 STOCKPILING AND REPLACING RIPRAP | | | 0028 621-01004 1.000 EACH| 715.00000 715.00| 715.00000 715.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 0.800 Mg | 700.00000 560.00| 700.00000 560.00| 735.00000 588.00 FERTILIZER | | | 0030 621-06548 1.700 kg | 55.00000 93.50| 55.00000 93.50| 60.00000 102.00 SEED MIXTURE, CV | | | 0031 621-06553 149.000 kg | 7.36000 1096.64| 7.36000 1096.64| 7.75000 1154.75 SEED MIXTURE, R | | | 0032 621-06557 34.800 kg | 6.32000 219.94| 6.32000 219.94| 6.65000 231.42 SEED MIXTURE, T | | | 0033 621-06565 5.200 Mg | 534.00000 2776.80| 534.00000 2776.80| 560.00000 2912.00 MULCHING MATERIAL | | | 0034 621-06567 11.800 kL | 0.55000 6.49| 0.55000 6.49| 0.60000 7.08 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1339168 |(3) 35-1068009 |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06574 655.000 m2 | 6.36000 4165.80| 6.36000 4165.80| 6.70000 4388.50 SODDING | | | 0036 715-02630 3.000 EACH| 900.00000 2700.00| 903.53000 2710.59| 1000.00000 3000.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0037 715-03476 4.000 EACH| 800.00000 3200.00| 823.49000 3293.96| 900.00000 3600.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0038 715-05173 130.000 m | 130.00000 16900.00| 106.99000 13908.70| 122.45000 15918.50 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0039 715-05235 36.000 m | 235.00000 8460.00| 202.11000 7275.96| 400.45000 14416.20 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0040 715-06508 23.000 m | 175.00000 4025.00| 157.05000 3612.15| 121.45000 2793.35 PIPE, RCP, II, D0.3=50, 600 mm | | | 0041 715-06822 4.000 EACH| 1000.00000 4000.00| 1040.09000 4160.36| 1165.00000 4660.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | 0042 715-46020 1.000 EACH| 1000.00000 1000.00| 635.02000 635.02| 475.00000 475.00 PIPE END SECTION, 600 mm | | | 0043 801-04308 4.000 EACH| 108.00000 432.00| 108.00000 432.00| 113.40000 453.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 10.000 EACH| 79.00000 790.00| 79.00000 790.00| 82.95000 829.50 BARRICADE, IIIA | | | 0045 801-06606 2.000 EACH| 98.00000 196.00| 98.00000 196.00| 102.90000 205.80 BARRICADE, IIIB | | | 0046 801-06625 5.000 EACH| 43.00000 215.00| 43.00000 215.00| 45.15000 225.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 25.500 EACH| 89.00000 2269.50| 89.00000 2269.50| 93.45000 2382.98 CONSTRUCTION SIGN, A | | | 0048 801-06645 1.000 EACH| 29.00000 29.00| 29.00000 29.00| 30.45000 30.45 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 12100.00000 12100.00| 16385.67000 16385.67| 8495.00000 8495.00 MAINTAINING TRAFFIC | | | 0050 802-02489 46.400 m | 23.03000 1068.59| 23.03000 1068.59| 24.20000 1122.88 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 0.560 m2 | 135.91000 76.11| 135.91000 76.11| 149.50000 83.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 4.770 m2 | 148.20000 706.91| 148.20000 706.91| 155.60000 742.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1339168 |(3) 35-1068009 |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06703 1300.000 m | 1.05000 1365.00| 1.21000 1573.00| 1.30000 1690.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75240 80.000 m | 1.05000 84.00| 1.21000 96.80| 1.30000 104.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0055 808-75245 790.000 m | 1.05000 829.50| 1.21000 955.90| 1.30000 1027.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 16.000 m | 9.84000 157.44| 7.05000 112.80| 7.40000 118.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0057 808-75998 33.000 EACH| 78.75000 2598.75| 40.00000 1320.00| 90.00000 2970.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 808-75996 33.000 EACH| 17.00000 561.00| 31.30000 1032.90| 30.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 513,309.13| $ 537,920.31| $ 564,299.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 513,309.13| $ 537,920.31| $ 564,299.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1212938 | |WALSH CONSTR CO. OF ILL |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 45000.00000 45000.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2070.00000 20700.00| 1500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28500.00000 28500.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 13500.00000 13500.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 2540.000 m2 | 2.50000 6350.00| 2.00000 5080.00| SURFACE MILLING, ASPHALT | | | 0007 202-96133 118.000 m | 15.00000 1770.00| 26.00000 3068.00| PIPE, REMOVE | | | 0008 203-02000 520.000 m3 | 25.00000 13000.00| 17.00000 8840.00| EXCAVATION, COMMON | | | 0009 203-02070 2985.000 m3 | 13.00000 38805.00| 14.00000 41790.00| BORROW | | | 0010 203-02100 7760.000 m3 | 9.00000 69840.00| 13.00000 100880.00| EXCAVATION, PEAT | | | 0011 205-06932 6.500 m | 66.04000 429.26| 17.00000 110.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 25.000 Mg | 39.38000 984.50| 50.00000 1250.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1056.000 m | 6.00000 6336.00| 5.00000 5280.00| TEMPORARY SILT FENCE | | | 0014 211-02050 8055.000 m3 | 15.03000 121066.65| 21.50000 173182.50| B BORROW | | | 0015 211-07454 45.100 m3 | 50.00000 2255.00| 36.00000 1623.60| STRUCTURE BACKFILL | | | 0016 303-01180 731.000 Mg | 14.00000 10234.00| 17.00000 12427.00| COMPACTED AGGREGATE, 53 | | | 0017 402-07441 1282.000 Mg | 36.10000 46280.20| 39.00000 49998.00| HMA TYPE B, BASE | | | 0018 402-07438 369.000 Mg | 40.00000 14760.00| 42.00000 15498.00| HMA TYPE B, INTERMEDIATE | | | 0019 402-07433 358.000 Mg | 46.00000 16468.00| 46.00000 16468.00| HMA TYPE B, SURFACE | | | 0020 404-05511 471.000 m2 | 4.00000 1884.00| 4.20000 1978.20| SEAL COAT, 2 | | | 0021 405-05517 0.610 Mg | 300.00000 183.00| 320.00000 195.20| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1212938 | |WALSH CONSTR CO. OF ILL |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 406-05520 0.760 Mg | 250.00000 190.00| 270.00000 205.20| ASPHALT FOR TACK COAT | | | 0023 610-07487 183.000 Mg | 55.00000 10065.00| 55.00000 10065.00| HMA FOR APPROACHES, TYPE B | | | 0024 615-06490 4.000 EACH| 170.00000 680.00| 185.00000 740.00| RIGHT OF WAY MARKER | | | 0025 615-06505 8.000 EACH| 470.00000 3760.00| 500.00000 4000.00| MONUMENT, B | | | 0026 615-06510 2.000 EACH| 370.00000 740.00| 400.00000 800.00| MONUMENT, C | | | 0027 616-93366 LUMP| 7288.71000 7288.71| 8000.00000 8000.00| STOCKPILING AND REPLACING RIPRAP | | | 0028 621-01004 1.000 EACH| 715.00000 715.00| 275.00000 275.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 0.800 Mg | 700.00000 560.00| 615.00000 492.00| FERTILIZER | | | 0030 621-06548 1.700 kg | 55.00000 93.50| 73.00000 124.10| SEED MIXTURE, CV | | | 0031 621-06553 149.000 kg | 7.36000 1096.64| 4.20000 625.80| SEED MIXTURE, R | | | 0032 621-06557 34.800 kg | 6.32000 219.94| 5.20000 180.96| SEED MIXTURE, T | | | 0033 621-06565 5.200 Mg | 534.00000 2776.80| 460.00000 2392.00| MULCHING MATERIAL | | | 0034 621-06567 11.800 kL | 0.55000 6.49| 1.25000 14.75| WATER | | | 0035 621-06574 655.000 m2 | 6.36000 4165.80| 4.20000 2751.00| SODDING | | | 0036 715-02630 3.000 EACH| 554.88000 1664.64| 530.00000 1590.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0037 715-03476 4.000 EACH| 554.88000 2219.52| 450.00000 1800.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0038 715-05173 130.000 m | 172.79000 22462.70| 155.00000 20150.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0039 715-05235 36.000 m | 261.54000 9415.44| 195.00000 7020.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0040 715-06508 23.000 m | 146.09000 3360.07| 160.00000 3680.00| PIPE, RCP, II, D0.3=50, 600 mm | | | 0041 715-06822 4.000 EACH| 791.07000 3164.28| 725.00000 2900.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.42 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1212938 | |WALSH CONSTR CO. OF ILL |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-46020 1.000 EACH| 278.23000 278.23| 250.00000 250.00| PIPE END SECTION, 600 mm | | | 0043 801-04308 4.000 EACH| 108.00000 432.00| 120.00000 480.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 10.000 EACH| 100.00000 1000.00| 90.00000 900.00| BARRICADE, IIIA | | | 0045 801-06606 2.000 EACH| 100.00000 200.00| 110.00000 220.00| BARRICADE, IIIB | | | 0046 801-06625 5.000 EACH| 50.00000 250.00| 60.00000 300.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 25.500 EACH| 89.00000 2269.50| 110.00000 2805.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 1.000 EACH| 29.00000 29.00| 33.00000 33.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 26898.83000 26898.83| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0050 802-02489 46.400 m | 23.03000 1068.59| 24.00000 1113.60| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 0.560 m2 | 135.91000 76.11| 145.00000 81.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 4.770 m2 | 148.20000 706.91| 160.00000 763.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-06703 1300.000 m | 1.05000 1365.00| 1.40000 1820.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75240 80.000 m | 1.05000 84.00| 1.40000 112.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0055 808-75245 790.000 m | 1.05000 829.50| 1.40000 1106.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 16.000 m | 9.84000 157.44| 8.00000 128.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0057 808-75998 33.000 EACH| 78.75000 2598.75| 85.00000 2805.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 808-75996 33.000 EACH| 35.00000 1155.00| 15.00000 495.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,825.56 ROUTE : SR 2 CALL ORDER : 121 CONTRACT ID : R -25850-A COUNTIES : PORTER LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1212938 | |WALSH CONSTR CO. OF ILL |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 578,889.00| $ 598,386.81| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 578,889.00| $ 598,386.81| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,480.00 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26303-C COUNTIES : ELKHART LETTING DATE : 10/22/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/13/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9920057 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0934755 OLENTANGY RESTORATION $ 287,550.00 100.0000% ==================================================================================================================================== |(1) 31-0934755 | | |OLENTANGY RESTORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RESTORATION OF HISTORIC RAILROAD DEPOT | | | 0001 105-07038 7.000 MOS | 300.00000 2100.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3000.00000 3000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-01261 4.000 EACH| 500.00000 2000.00| | TESTING FOR ASBESTOS | | | 0004 202-03135 300.000 SFT | 10.00000 3000.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 622-02564 LUMP| 2000.00000 2000.00| | LANDSCAPING | | | 0006 711-03973 LUMP| 260450.00000 260450.00| | BUILDING ARCHITECTURAL | | | 0007 719-03975 LUMP| 5000.00000 5000.00| | BUILDING PLUMBING | | | 0008 807-03694 LUMP| 5000.00000 5000.00| | BUILDING ELECTRICAL | | | 0009 807-03974 LUMP| 5000.00000 5000.00| | BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | SECTION TOTALS | $ 287,550.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 287,550.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : M140003 M140003 M140003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,193,669.30 100.0000% ==================================================================================================================================== |(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 TRAFFIC SIGNAL, MODERNIZATION | | | 0001 105-06845 LUMP| 95000.00000 95000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 209000.00000 209000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 83000.00000 83000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 185.000 m | 15.75000 2913.75| | GUARDRAIL, REMOVE | | | 0006 202-78515 LUMP| 1000.00000 1000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 11435.000 m3 | 15.48000 177013.80| | EXCAVATION, COMMON | | | 0008 203-02070 9660.000 m3 | 9.00000 86940.00| | BORROW | | | 0009 205-06933 5.000 EACH| 100.00000 500.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 652.000 m | 5.52000 3599.04| | TEMPORARY SILT FENCE | | | 0011 207-07498 50876.000 m2 | 3.40000 172978.40| | SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 549.800 m3 | 41.00000 22541.80| | STRUCTURE BACKFILL | | | 0013 301-07448 3570.000 Mg | 21.27000 75933.90| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 305-07464 87.000 m2 | 100.00000 8700.00| | PCC BASE PATCHING, 225 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0016 401-07334 5107.400 Mg | 57.00000 291121.80| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0017 401-07385 8588.100 Mg | 41.60000 357264.96| | QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0018 401-07406 1016.300 Mg | 39.80000 40448.74| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0019 401-07408 22565.800 Mg | 37.90000 855243.82| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0020 401-07430 8650.900 Mg | 44.40000 384099.96| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0021 402-07441 1733.400 Mg | 46.80000 81123.12| | HMA TYPE B, BASE | | | 0022 404-05511 3764.000 m2 | 2.50000 9410.00| | SEAL COAT, 2 | | | 0023 405-05517 7.100 Mg | 600.00000 4260.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 60.700 Mg | 185.00000 11229.50| | ASPHALT FOR TACK COAT | | | 0025 601-01522 2.000 EACH| 1215.00000 2430.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01625 3.000 EACH| 1325.00000 3975.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01700 2.000 EACH| 1475.00000 2950.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-94689 4.000 EACH| 1925.00000 7700.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1106.800 m | 28.65000 31709.82| | GUARDRAIL, W BEAM, 1.905 m SPACING , | | | Long Post | | | 0030 601-99132 1.000 EACH| 60.00000 60.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0031 605-06155 4166.300 m | 57.69000 240353.85| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0032 605-06215 360.000 m | 85.69000 30848.40| | CENTER CURB, D, CONCRETE | | | 0033 610-07486 207.700 Mg | 106.00000 22016.20| | HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 610-07487 507.900 Mg | 86.00000 43679.40| | HMA FOR APPROACHES, TYPE B | | | 0035 611-05330 866.400 m2 | 50.64000 43874.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 7.000 EACH| 170.00000 1190.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 20.000 EACH| 104.00000 2080.00| | RIGHT OF WAY MARKER | | | 0038 615-06505 21.000 EACH| 425.00000 8925.00| | MONUMENT, B | | | 0039 615-06510 8.000 EACH| 405.00000 3240.00| | MONUMENT, C | | | 0040 615-06527 3.000 EACH| 325.00000 975.00| | MONUMENT, SECTION CORNER | | | 0041 615-06530 3.000 EACH| 500.00000 1500.00| | POST, BENCHMARK | | | 0042 616-02320 275.000 m2 | 2.25000 618.75| | GEOTEXTILES | | | 0043 616-05689 234.900 Mg | 36.00000 8456.40| | RIPRAP, CLASS 2 | | | 0044 616-06405 59.500 Mg | 27.00000 1606.50| | RIPRAP, REVETMENT | | | 0045 616-06451 28.300 Mg | 28.50000 806.55| | RIPRAP, UNIFORM | | | 0046 617-04488 264.600 m2 | 13.00000 3439.80| | GEOGRID, SUBGRADE | | | 0047 621-01004 3.000 EACH| 850.00000 2550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 2.630 Mg | 753.00000 1980.39| | FERTILIZER | | | 0049 621-06553 83.000 kg | 3.66000 303.78| | SEED MIXTURE, R | | | 0050 621-06554 347.000 kg | 9.10000 3157.70| | SEED MIXTURE, U | | | 0051 621-06557 136.000 kg | 7.95000 1081.20| | SEED MIXTURE, T | | | 0052 621-06565 17.600 Mg | 574.00000 10102.40| | MULCHING MATERIAL | | | 0053 621-06567 172.000 kL | 0.55000 94.60| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06574 9502.000 m2 | 3.25000 30881.50| | SODDING | | | 0055 714-06278 37.000 m | 1421.00000 52577.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0056 714-26708 27.000 m | 1329.00000 35883.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0057 715-02397 6.000 EACH| 1659.00000 9954.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0058 715-02407 6.000 EACH| 2719.00000 16314.00| | SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0059 715-03475 7.000 EACH| 426.00000 2982.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0060 715-03476 5.000 EACH| 771.00000 3855.00| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0061 715-03584 4.000 EACH| 563.00000 2252.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0062 715-04611 4.000 EACH| 324.00000 1296.00| | SAFETY METAL END SECTION, 4:1, 300 mm | | | 0063 715-05048 6291.000 m | 9.00000 56619.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05049 30.000 m | 28.00000 840.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0065 715-05051 30.000 m | 30.00000 900.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0066 715-05052 14.000 m | 56.00000 784.00| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0067 715-05053 904.000 m | 23.00000 20792.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0068 715-05149 54.000 m | 98.00000 5292.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0069 715-05169 18.100 m | 101.00000 1828.10| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05209 574.000 m | 65.00000 37310.00| | PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0071 715-05238 56.900 m | 249.00000 14168.10| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0072 715-05371 12.200 m | 172.00000 2098.40| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-07080 50.000 m | 196.00000 9800.00| | PIPE, RCHEP, CLASS HE-IV, DO.3=100, MIN.| | | AREA 0.31 m2 | | | 0074 715-07107 4.000 EACH| 872.00000 3488.00| | PIPE END SECTION, MIN. AREA 1.08 m2 | | | 0075 715-07108 4.000 EACH| 1074.00000 4296.00| | SAFETY METAL END SECTION, MIN. AREA | | | 0.60 m2 | | | 0076 715-26808 4.000 EACH| 3500.00000 14000.00| | GRATED BOX END SECTION, I, 4:1, 700 mm | | | x 500 mm | | | 0077 718-06528 39.000 EACH| 410.00000 15990.00| | OUTLET PROTECTOR, 1 | | | 0078 718-06529 1.000 EACH| 400.00000 400.00| | OUTLET PROTECTOR, 2 | | | 0079 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0080 718-52610 1897.000 m3 | 41.00000 77777.00| | AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 12591.000 m2 | 1.00000 12591.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-44296 10.000 EACH| 450.00000 4500.00| | CAP INLET | | | 0083 720-45030 2.000 EACH| 1284.00000 2568.00| | INLET, E7 | | | 0084 720-45265 2.000 EACH| 898.00000 1796.00| | PIPE CATCH BASIN, 375 mm | | | 0085 720-45410 7.000 EACH| 1870.00000 13090.00| | MANHOLE, C4 | | | 0086 801-01506 2.000 EACH| 350.00000 700.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0087 801-04308 13.000 EACH| 240.00000 3120.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0088 801-06203 12100.000 m | 0.35000 4235.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0089 801-06207 3263.000 m | 3.00000 9789.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0090 801-06218 465.200 m | 15.00000 6978.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06605 33.000 EACH| 190.00000 6270.00| | BARRICADE, IIIA | | | 0092 801-06606 38.000 EACH| 145.00000 5510.00| | BARRICADE, IIIB | | | 0093 801-06625 13.000 EACH| 120.00000 1560.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 23.000 EACH| 120.00000 2760.00| | CONSTRUCTION SIGN, A | | | 0095 801-06645 51.000 EACH| 35.00000 1785.00| | CONSTRUCTION SIGN, B | | | 0096 801-06775 LUMP| 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0097 802-05701 82.000 m | 8.00000 656.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0098 802-05702 82.000 m | 6.00000 492.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0099 802-76025 2.630 m2 | 220.00000 578.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0100 802-76035 25.700 m2 | 200.00000 5140.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0101 805-01815 6.000 EACH| 1900.00000 11400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0102 805-01842 13.000 EACH| 650.00000 8450.00| | HANDHOLE, SIGNAL | | | 0103 805-06592 823.000 m | 29.00000 23867.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0104 805-78109 1.000 EACH| 7400.00000 7400.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0105 805-78205 18.000 EACH| 326.00000 5868.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0106 805-78415 7.000 EACH| 1400.00000 9800.00| | SPAN, CATENARY, AND TETHER | | | 0107 805-78420 7.000 EACH| 190.00000 1330.00| | DISCONNECT HANGER | | | 0108 805-78445 2.000 EACH| 520.00000 1040.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-78467 75.000 m | 4.70000 352.50| | SIGNAL CABLE, 3C 8GA. | | | 0110 805-78470 1200.000 m | 0.50000 600.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0111 805-78485 326.000 m | 3.30000 1075.80| | SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 500.000 m | 3.50000 1750.00| | SIGNAL CABLE, 7C 14GA. | | | 0113 805-78510 1680.000 m | 2.40000 4032.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0114 805-78785 13.000 EACH| 550.00000 7150.00| | SIGNAL DETECTOR HOUSING | | | 0115 805-78795 365.000 m | 22.00000 8030.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0116 805-78925 1.000 EACH| 800.00000 800.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-81060 6.000 EACH| 2900.00000 17400.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0118 805-92504 4.000 EACH| 182.00000 728.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0119 808-04298 4.000 EACH| 550.00000 2200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0120 808-06701 1338.000 m | 0.80000 1070.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 8597.000 m | 0.80000 6877.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75245 1142.000 m | 0.80000 913.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75278 252.800 m | 6.00000 1516.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0124 808-75297 208.700 m | 15.00000 3130.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0125 808-75320 19.000 EACH| 60.00000 1140.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 15.000 EACH| 80.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 127 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,147,441.13 ROUTE : CALL ORDER : 127 CONTRACT ID : R -26331-B COUNTIES : DELAWARE LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 808-92027 2356.800 m | 0.01000 23.57| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 4,193,669.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,193,669.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1790004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 365,346.66 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 369,954.32 101.2611% 3 35-1609544 SCHUTT-LOOKABILL CO $ 397,119.12 108.6965% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 424,673.75 116.2385% 5 35-1139301 E & B PAVING, INC. $ 427,016.50 116.8798% 6 35-1212938 ATLAS EXCAVATING, INC. $ 443,765.03 121.4640% 7 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 480,164.76 131.4271% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1912582 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE CORRECTION | | | 0001 105-06845 LUMP| 8825.98000 8825.98| 9350.00000 9350.00| 9143.28000 9143.28 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1650.00000 9900.00| 2007.47000 12044.82 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 22000.00000 22000.00| 43506.96000 43506.96 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 4400.00000 4400.00| 7150.22000 7150.22 CLEARING RIGHT OF WAY | | | 0005 202-02241 39.000 m | 18.08000 705.12| 35.20000 1372.80| 18.73000 730.47 GUARDRAIL, REMOVE | | | 0006 202-02278 188.000 m | 10.07000 1893.16| 14.30000 2688.40| 27.60000 5188.80 CURB, CONCRETE, REMOVE | | | 0007 202-74045 7.000 EACH| 79.75000 558.25| 82.50000 577.50| 82.62000 578.34 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 220.71000 220.71| 1100.00000 1100.00| 422.25000 422.25 INLET, REMOVE | | | 0009 202-96133 39.000 m | 16.52000 644.28| 33.00000 1287.00| 23.05000 898.95 PIPE, REMOVE | | | 0010 203-02000 369.000 m3 | 42.87000 15819.03| 14.30000 5276.70| 42.82000 15800.58 EXCAVATION, COMMON | | | 0011 203-02070 569.000 m3 | 1.00000 569.00| 16.50000 9388.50| 0.01000 5.69 BORROW | | | 0012 205-06933 4.000 EACH| 95.70000 382.80| 66.00000 264.00| 66.10000 264.40 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1912582 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 155.000 m | 7.34000 1137.70| 8.25000 1278.75| 7.82000 1212.10 TEMPORARY SILT FENCE | | | 0014 207-07498 865.000 m2 | 10.00000 8650.00| 12.10000 10466.50| 14.28000 12352.20 SUBGRADE TREATMENT, TYPE A | | | 0015 211-07454 334.000 m3 | 50.00000 16700.00| 28.60000 9552.40| 33.32000 11128.88 STRUCTURE BACKFILL | | | 0016 301-07448 132.000 Mg | 26.84000 3542.88| 27.50000 3630.00| 24.82000 3276.24 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 62.000 Mg | 74.44000 4615.28| 77.00000 4774.00| 77.11000 4780.82 HMA TYPE B, SURFACE | | | 0018 402-07438 103.000 Mg | 53.17000 5476.51| 55.00000 5665.00| 55.08000 5673.24 HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 623.000 Mg | 44.66000 27823.18| 49.50000 30838.50| 46.27000 28826.21 HMA TYPE B, BASE | | | 0020 406-05521 3114.000 m2 | 0.05000 155.70| 0.11000 342.54| 0.05000 155.70 ASPHALT FOR TACK COAT | | | 0021 601-94689 2.000 EACH| 2158.65000 4317.30| 2475.00000 4950.00| 2236.25000 4472.50 GUARDRAIL END TREATMENT, OS | | | 0022 601-99106 28.575 m | 63.80000 1823.09| 60.50000 1728.79| 88.13000 2518.31 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0023 605-06121 164.000 m | 57.05000 9356.20| 79.20000 12988.80| 62.31000 10218.84 CURB, CONCRETE, B | | | 0024 605-06145 185.000 m | 40.71000 7531.35| 58.30000 10785.50| 66.62000 12324.70 CURB AND GUTTER, B, CONCRETE | | | 0025 610-07486 134.000 Mg | 85.07000 11399.38| 88.00000 11792.00| 88.13000 11809.42 HMA FOR APPROACHES, TYPE A | | | 0026 616-02320 67.000 m2 | 3.73000 249.91| 5.50000 368.50| 4.68000 313.56 GEOTEXTILES | | | 0027 616-06405 68.000 Mg | 37.35000 2539.80| 33.00000 2244.00| 23.67000 1609.56 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 414.72000 414.72| 440.00000 440.00| 440.64000 440.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 1.000 Mg | 723.09000 723.09| 313.50000 313.50| 313.96000 313.96 FERTILIZER | | | 0030 621-06553 90.000 kg | 7.66000 689.40| 11.00000 990.00| 7.88000 709.20 SEED MIXTURE, R | | | 0031 621-06565 2.100 Mg | 552.95000 1161.20| 781.00000 1640.10| 779.93000 1637.85 MULCHING MATERIAL | | | 0032 621-06567 7.000 kL | 1.86000 13.02| 1.10000 7.70| 0.60000 4.20 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1912582 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06575 371.000 m2 | 7.23000 2682.33| 9.90000 3672.90| 7.84000 2908.64 SODDING, NURSERY | | | 0034 715-05024 823.000 m | 172.68000 142115.64| 143.00000 117689.00| 143.09000 117763.07 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0035 715-05149 8.000 m | 106.79000 854.32| 72.60000 580.80| 185.18000 1481.44 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-46040 1.000 EACH| 704.81000 704.81| 990.00000 990.00| 1193.37000 1193.37 PIPE END SECTION, 900 mm | | | 0037 720-45030 3.000 EACH| 889.65000 2668.95| 1210.00000 3630.00| 940.52000 2821.56 INLET, E7 | | | 0038 720-45415 10.000 EACH| 2048.32000 20483.20| 3300.00000 33000.00| 2412.97000 24129.70 MANHOLE, D4 | | | 0039 720-98174 1.000 EACH| 1593.23000 1593.23| 1540.00000 1540.00| 1532.08000 1532.08 INLET, B15 | | | 0040 801-06640 24.000 EACH| 74.44000 1786.56| 77.00000 1848.00| 77.11000 1850.64 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 10505.51000 10505.51| 11000.00000 11000.00| 20451.34000 20451.34 MAINTAINING TRAFFIC | | | 0042 802-05701 13.300 m | 37.22000 495.03| 38.50000 512.05| 38.56000 512.85 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0043 802-05706 13.700 m | 43.60000 597.32| 45.10000 617.87| 45.17000 618.83 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0044 802-76025 0.560 m2 | 210.55000 117.91| 217.80000 121.97| 218.12000 122.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 805-01844 41.000 m | 37.22000 1526.02| 38.50000 1578.50| 38.56000 1580.96 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0046 805-86920 4.000 EACH| 14.89000 59.56| 15.40000 61.60| 15.42000 61.68 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0047 805-86930 2.000 EACH| 14.89000 29.78| 15.40000 30.80| 15.42000 30.84 INSULATING LINK, NOT WATERPROOFED | | | 0048 805-98335 124.000 m | 25.52000 3164.48| 26.40000 3273.60| 26.44000 3278.56 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0049 805-98336 41.000 m | 25.52000 1046.32| 26.40000 1082.40| 26.44000 1084.04 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1912582 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 807-02193 1.000 EACH| 1052.74000 1052.74| 1089.00000 1089.00| 1090.58000 1090.58 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0051 807-02603 1.000 EACH| 632.71000 632.71| 660.00000 660.00| 655.45000 655.45 LIGHT STANDARD, RELOCATE | | | 0052 807-86910 2.000 EACH| 36.15000 72.30| 37.40000 74.80| 37.45000 74.90 CONNECTOR KIT, UNFUSED | | | 0053 807-86915 2.000 EACH| 36.15000 72.30| 37.40000 74.80| 37.45000 74.90 CONNECTOR KIT, FUSED | | | 0054 808-06701 30.000 m | 2.13000 63.90| 2.20000 66.00| 2.20000 66.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0055 808-06703 331.000 m | 1.12000 370.72| 1.21000 400.51| 1.15000 380.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06716 240.000 m | 2.09000 501.60| 2.20000 528.00| 2.17000 520.80 LINE, REMOVE | | | 0057 808-75245 492.000 m | 1.12000 551.04| 1.21000 595.32| 1.15000 565.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0058 808-75297 7.200 m | 11.17000 80.42| 12.10000 87.12| 11.57000 83.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0059 808-75320 4.000 EACH| 48.92000 195.68| 50.60000 202.40| 50.67000 202.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 4.000 EACH| 61.68000 246.72| 63.80000 255.20| 63.89000 255.56 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 801-06207 694.000 m | 3.08000 2137.52| 3.30000 2290.20| 3.19000 2213.86 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 365,346.66| $ 369,954.32| $ 397,119.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,346.66| $ 369,954.32| $ 397,119.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE CORRECTION | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 8300.00000 8300.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2100.00000 12600.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21250.00000 21250.00| 21300.00000 21300.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8600.00000 8600.00| 8800.00000 8800.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 39.000 m | 33.65000 1312.35| 17.00000 663.00| 18.00000 702.00 GUARDRAIL, REMOVE | | | 0006 202-02278 188.000 m | 27.00000 5076.00| 23.00000 4324.00| 7.50000 1410.00 CURB, CONCRETE, REMOVE | | | 0007 202-74045 7.000 EACH| 78.00000 546.00| 7.80000 54.60| 85.00000 595.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 590.00000 590.00| 700.00000 700.00| 115.00000 115.00 INLET, REMOVE | | | 0009 202-96133 39.000 m | 23.35000 910.65| 70.00000 2730.00| 44.00000 1716.00 PIPE, REMOVE | | | 0010 203-02000 369.000 m3 | 36.65000 13523.85| 37.00000 13653.00| 24.00000 8856.00 EXCAVATION, COMMON | | | 0011 203-02070 569.000 m3 | 22.00000 12518.00| 28.00000 15932.00| 13.00000 7397.00 BORROW | | | 0012 205-06933 4.000 EACH| 63.15000 252.60| 60.00000 240.00| 110.00000 440.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 155.000 m | 7.40000 1147.00| 7.10000 1100.50| 6.20000 961.00 TEMPORARY SILT FENCE | | | 0014 207-07498 865.000 m2 | 14.50000 12542.50| 16.00000 13840.00| 15.50000 13407.50 SUBGRADE TREATMENT, TYPE A | | | 0015 211-07454 334.000 m3 | 22.00000 7348.00| 42.00000 14028.00| 34.00000 11356.00 STRUCTURE BACKFILL | | | 0016 301-07448 132.000 Mg | 30.00000 3960.00| 27.00000 3564.00| 23.50000 3102.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 62.000 Mg | 66.00000 4092.00| 70.00000 4340.00| 73.00000 4526.00 HMA TYPE B, SURFACE | | | 0018 402-07438 103.000 Mg | 64.00000 6592.00| 50.00000 5150.00| 52.00000 5356.00 HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 623.000 Mg | 50.00000 31150.00| 42.00000 26166.00| 44.00000 27412.00 HMA TYPE B, BASE | | | 0020 406-05521 3114.000 m2 | 0.10000 311.40| 0.05000 155.70| 0.10000 311.40 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 2250.00000 4500.00| 2030.00000 4060.00| 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99106 28.575 m | 55.00000 1571.63| 60.00000 1714.50| 63.00000 1800.23 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0023 605-06121 164.000 m | 66.00000 10824.00| 72.00000 11808.00| 32.00000 5248.00 CURB, CONCRETE, B | | | 0024 605-06145 185.000 m | 64.50000 11932.50| 53.00000 9805.00| 45.00000 8325.00 CURB AND GUTTER, B, CONCRETE | | | 0025 610-07486 134.000 Mg | 125.00000 16750.00| 80.00000 10720.00| 95.00000 12730.00 HMA FOR APPROACHES, TYPE A | | | 0026 616-02320 67.000 m2 | 7.00000 469.00| 8.00000 536.00| 4.80000 321.60 GEOTEXTILES | | | 0027 616-06405 68.000 Mg | 54.50000 3706.00| 46.00000 3128.00| 22.50000 1530.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 1.000 Mg | 285.00000 285.00| 285.00000 285.00| 310.00000 310.00 FERTILIZER | | | 0030 621-06553 90.000 kg | 7.16000 644.40| 7.16000 644.40| 7.90000 711.00 SEED MIXTURE, R | | | 0031 621-06565 2.100 Mg | 708.00000 1486.80| 708.00000 1486.80| 730.00000 1533.00 MULCHING MATERIAL | | | 0032 621-06567 7.000 kL | 0.55000 3.85| 0.55000 3.85| 0.70000 4.90 WATER | | | 0033 621-06575 371.000 m2 | 7.12000 2641.52| 7.12000 2641.52| 7.70000 2856.70 SODDING, NURSERY | | | 0034 715-05024 823.000 m | 181.35000 149251.05| 154.40000 127071.20| 220.00000 181060.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0035 715-05149 8.000 m | 310.00000 2480.00| 100.00000 800.00| 210.00000 1680.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-46040 1.000 EACH| 760.00000 760.00| 750.00000 750.00| 600.00000 600.00 PIPE END SECTION, 900 mm | | | 0037 720-45030 3.000 EACH| 1475.00000 4425.00| 1550.00000 4650.00| 825.00000 2475.00 INLET, E7 | | | 0038 720-45415 10.000 EACH| 3120.00000 31200.00| 5500.00000 55000.00| 1900.00000 19000.00 MANHOLE, D4 | | | 0039 720-98174 1.000 EACH| 2510.00000 2510.00| 2500.00000 2500.00| 1500.00000 1500.00 INLET, B15 | | | 0040 801-06640 24.000 EACH| 73.00000 1752.00| 70.00000 1680.00| 85.00000 2040.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06775 LUMP| 11000.00000 11000.00| 18200.00000 18200.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0042 802-05701 13.300 m | 36.00000 478.80| 24.00000 319.20| 38.00000 505.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0043 802-05706 13.700 m | 43.00000 589.10| 28.00000 383.60| 45.00000 616.50 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0044 802-76025 0.560 m2 | 200.00000 112.00| 152.10000 85.18| 220.00000 123.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 805-01844 41.000 m | 36.50000 1496.50| 32.00000 1312.00| 38.00000 1558.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0046 805-86920 4.000 EACH| 14.50000 58.00| 19.50000 78.00| 15.00000 60.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0047 805-86930 2.000 EACH| 14.50000 29.00| 11.60000 23.20| 15.00000 30.00 INSULATING LINK, NOT WATERPROOFED | | | 0048 805-98335 124.000 m | 25.00000 3100.00| 13.50000 1674.00| 26.00000 3224.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0049 805-98336 41.000 m | 25.00000 1025.00| 13.50000 553.50| 26.00000 1066.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0050 807-02193 1.000 EACH| 1000.00000 1000.00| 550.00000 550.00| 1100.00000 1100.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0051 807-02603 1.000 EACH| 625.00000 625.00| 2500.00000 2500.00| 700.00000 700.00 LIGHT STANDARD, RELOCATE | | | 0052 807-86910 2.000 EACH| 35.00000 70.00| 25.30000 50.60| 36.00000 72.00 CONNECTOR KIT, UNFUSED | | | 0053 807-86915 2.000 EACH| 35.00000 70.00| 30.50000 61.00| 36.00000 72.00 CONNECTOR KIT, FUSED | | | 0054 808-06701 30.000 m | 2.00000 60.00| 2.00000 60.00| 2.40000 72.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0055 808-06703 331.000 m | 1.05000 347.55| 1.05000 347.55| 1.20000 397.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06716 240.000 m | 1.97000 472.80| 1.97000 472.80| 2.30000 552.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75245 492.000 m | 1.05000 516.60| 1.05000 516.60| 1.20000 590.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0058 808-75297 7.200 m | 10.50000 75.60| 10.50000 75.60| 11.50000 82.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0059 808-75320 4.000 EACH| 46.00000 184.00| 46.00000 184.00| 49.00000 196.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 4.000 EACH| 58.00000 232.00| 58.00000 232.00| 61.00000 244.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 801-06207 694.000 m | 3.05000 2116.70| 2.90000 2012.60| 3.30000 2290.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 424,673.75| $ 427,016.50| $ 443,765.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,673.75| $ 427,016.50| $ 443,765.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE CORRECTION | | | 0001 105-06845 LUMP| 9282.08000 9282.08| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2126.56000 12759.36| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24000.00000 24000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9600.00000 9600.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 39.000 m | 32.08000 1251.12| | GUARDRAIL, REMOVE | | | 0006 202-02278 188.000 m | 11.34000 2131.92| | CURB, CONCRETE, REMOVE | | | 0007 202-74045 7.000 EACH| 8.72000 61.04| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 269.34000 269.34| | INLET, REMOVE | | | 0009 202-96133 39.000 m | 18.81000 733.59| | PIPE, REMOVE | | | 0010 203-02000 369.000 m3 | 35.01000 12918.69| | EXCAVATION, COMMON | | | 0011 203-02070 569.000 m3 | 8.62000 4904.78| | BORROW | | | 0012 205-06933 4.000 EACH| 67.10000 268.40| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 155.000 m | 7.94000 1230.70| | TEMPORARY SILT FENCE | | | 0014 207-07498 865.000 m2 | 17.24000 14912.60| | SUBGRADE TREATMENT, TYPE A | | | 0015 211-07454 334.000 m3 | 29.78000 9946.52| | STRUCTURE BACKFILL | | | 0016 301-07448 132.000 Mg | 32.50000 4290.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 62.000 Mg | 78.28000 4853.36| | HMA TYPE B, SURFACE | | | 0018 402-07438 103.000 Mg | 55.92000 5759.76| | HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 623.000 Mg | 46.97000 29262.31| | HMA TYPE B, BASE | | | 0020 406-05521 3114.000 m2 | 0.06000 186.84| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 2516.23000 5032.46| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99106 28.575 m | 61.51000 1757.65| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0023 605-06121 164.000 m | 45.78000 7507.92| | CURB, CONCRETE, B | | | 0024 605-06145 185.000 m | 42.26000 7818.10| | CURB AND GUTTER, B, CONCRETE | | | 0025 610-07486 134.000 Mg | 89.47000 11988.98| | HMA FOR APPROACHES, TYPE A | | | 0026 616-02320 67.000 m2 | 5.75000 385.25| | GEOTEXTILES | | | 0027 616-06405 68.000 Mg | 43.56000 2962.08| | RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 447.33000 447.33| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 1.000 Mg | 318.72000 318.72| | FERTILIZER | | | 0030 621-06553 90.000 kg | 18.50000 1665.00| | SEED MIXTURE, R | | | 0031 621-06565 2.100 Mg | 1016.63000 2134.92| | MULCHING MATERIAL | | | 0032 621-06567 7.000 kL | 0.62000 4.34| | WATER | | | 0033 621-06575 371.000 m2 | 11.01000 4084.71| | SODDING, NURSERY | | | 0034 715-05024 823.000 m | 211.99000 174467.77| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0035 715-05149 8.000 m | 120.44000 963.52| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-46040 1.000 EACH| 932.46000 932.46| | PIPE END SECTION, 900 mm | | | 0037 720-45030 3.000 EACH| 1008.67000 3026.01| | INLET, E7 | | | 0038 720-45415 10.000 EACH| 2868.29000 28682.90| | MANHOLE, D4 | | | 0039 720-98174 1.000 EACH| 1925.06000 1925.06| | INLET, B15 | | | 0040 801-06640 24.000 EACH| 78.28000 1878.72| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06775 LUMP| 60081.57000 60081.57| | MAINTAINING TRAFFIC | | | 0042 802-05701 13.300 m | 26.84000 356.97| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0043 802-05706 13.700 m | 31.31000 428.95| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0044 802-76025 0.560 m2 | 170.10000 95.26| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 805-01844 41.000 m | 35.79000 1467.39| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0046 805-86920 4.000 EACH| 21.81000 87.24| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0047 805-86930 2.000 EACH| 12.97000 25.94| | INSULATING LINK, NOT WATERPROOFED | | | 0048 805-98335 124.000 m | 15.10000 1872.40| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0049 805-98336 41.000 m | 15.10000 619.10| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0050 807-02193 1.000 EACH| 615.08000 615.08| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0051 807-02603 1.000 EACH| 2795.81000 2795.81| | LIGHT STANDARD, RELOCATE | | | 0052 807-86910 2.000 EACH| 28.29000 56.58| | CONNECTOR KIT, UNFUSED | | | 0053 807-86915 2.000 EACH| 34.11000 68.22| | CONNECTOR KIT, FUSED | | | 0054 808-06701 30.000 m | 2.24000 67.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0055 808-06703 331.000 m | 1.17000 387.27| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06716 240.000 m | 2.20000 528.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 417,801.82 ROUTE : SR 9 CALL ORDER : 131 CONTRACT ID : R -26337-A COUNTIES : MADISON LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75245 492.000 m | 1.17000 575.64| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0058 808-75297 7.200 m | 11.74000 84.53| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0059 808-75320 4.000 EACH| 51.44000 205.76| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 4.000 EACH| 64.86000 259.44| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 801-06207 694.000 m | 4.15000 2880.10| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 480,164.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 480,164.76| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,344.97 ROUTE : 465 CALL ORDER : 141 CONTRACT ID : R -26486-B COUNTIES : MARION LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/16/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JX SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1815287 DENNEY EXCAVATING INC. $ 168,499.73 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 237,999.22 141.2460% 3 35-1636776 LINKEL COMPANY $ 257,000.00 152.5224% ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1875662 |(3) 35-1636776 |DENNEY EXCAVATING INC. |CRIDER & CRIDER, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1500.00000 1500.00| 11795.00000 11795.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-01015 LUMP| 24500.00000 24500.00| 43000.00000 43000.00| 5691.56000 5691.56 CLEARING AND GRUBBING | | | 0003 202-03000 LUMP| 5000.00000 5000.00| 8100.00000 8100.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 1 | | | 0004 202-03000 LUMP| 5000.00000 5000.00| 5625.00000 5625.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 10 | | | 0005 202-03000 LUMP| 5000.00000 5000.00| 6400.00000 6400.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 11 | | | 0006 202-03000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 13 | | | 0007 202-03000 LUMP| 5000.00000 5000.00| 5925.00000 5925.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 14 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 19 | | | 0009 202-03000 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 22 | | | 0010 202-03000 LUMP| 5000.00000 5000.00| 8100.00000 8100.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 23 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,344.97 ROUTE : 465 CALL ORDER : 141 CONTRACT ID : R -26486-B COUNTIES : MARION LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1875662 |(3) 35-1636776 |DENNEY EXCAVATING INC. |CRIDER & CRIDER, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 5000.00000 5000.00| 5700.00000 5700.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 28 | | | 0012 202-03000 LUMP| 5000.00000 5000.00| 6200.00000 6200.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 29 | | | 0013 202-03000 LUMP| 5000.00000 5000.00| 6200.00000 6200.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0014 202-03000 LUMP| 5000.00000 5000.00| 6100.00000 6100.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 30 | | | 0015 202-03000 LUMP| 5000.00000 5000.00| 8800.00000 8800.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 32 | | | 0016 202-03000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 33 | | | 0017 202-03000 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 34 | | | 0018 202-03000 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 36 | | | 0019 202-03000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 37 | | | 0020 202-03000 LUMP| 5000.00000 5000.00| 9600.00000 9600.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 39 | | | 0021 202-03000 LUMP| 5000.00000 5000.00| 8100.00000 8100.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 4 | | | 0022 202-03000 LUMP| 5000.00000 5000.00| 6300.00000 6300.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 41 | | | 0023 202-03000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 42 | | | 0024 202-03000 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 45 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,344.97 ROUTE : 465 CALL ORDER : 141 CONTRACT ID : R -26486-B COUNTIES : MARION LETTING DATE : 10/22/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1875662 |(3) 35-1636776 |DENNEY EXCAVATING INC. |CRIDER & CRIDER, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 202-03000 LUMP| 5000.00000 5000.00| 6425.00000 6425.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 5 | | | 0026 202-03000 LUMP| 5000.00000 5000.00| 6200.00000 6200.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0027 202-03000 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 9 | | | 0028 603-92859 1.000 EACH| 1000.00000 1000.00| 1650.00000 1650.00| 500.00000 500.00 FENCE GATE, CHAIN LINK, 48 IN. X 12 FT. | | | 0029 621-01004 3.000 EACH| 500.00000 1500.00| 325.00000 975.00| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 18808.440 SYS | 0.79750 14999.73| 0.50000 9404.22| 1.00000 18808.44 MULCHED SEEDING, U | | | SECTION TOTALS | $ 168,499.73| $ 237,999.22| $ 257,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,499.73| $ 237,999.22| $ 257,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,693,473.87 ROUTE : 48 CALL ORDER : 201 CONTRACT ID : RS-25843-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 542800E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,287,740.40 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,468,261.52 114.0184% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 13600.00000 13600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1100.00000 11000.00| 1100.00000 11000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 17000.00000 17000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 30.000 m | 10.00000 300.00| 10.10000 303.00| GUARDRAIL, REMOVE | | | 0005 202-60820 1350.000 m2 | 3.00000 4050.00| 7.10000 9585.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 4.000 EACH| 365.00000 1460.00| 370.00000 1480.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-91878 30.000 m | 20.00000 600.00| 27.00000 810.00| LINEAR DITCH GRADING | | | 0008 211-07454 30.000 m3 | 30.00000 900.00| 37.30000 1119.00| STRUCTURE BACKFILL | | | 0009 303-07449 3175.000 Mg | 17.00000 53975.00| 15.65000 49688.75| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07489 525.000 Mg | 45.00000 23625.00| 139.00000 72975.00| HMA PATCHING, TYPE A | | | 0011 401-06264 LUMP| 3000.00000 3000.00| 2950.00000 2950.00| PROFILOGRAPH, HMA | | | 0012 401-07321 14100.000 Mg | 33.50000 472350.00| 36.75000 518175.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07356 14100.000 Mg | 32.00000 451200.00| 36.75000 518175.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0014 402-07451 1050.000 Mg | 38.00000 39900.00| 39.25000 41212.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0015 405-05517 50.000 Mg | 270.00000 13500.00| 235.00000 11750.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,693,473.87 ROUTE : 48 CALL ORDER : 201 CONTRACT ID : RS-25843-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 86.000 Mg | 105.00000 9030.00| 200.00000 17200.00| ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1100.00000 4400.00| 1070.00000 4280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 8.000 EACH| 1950.00000 15600.00| 1890.00000 15120.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 91.440 m | 35.00000 3200.40| 34.20000 3127.25| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-07487 700.000 Mg | 60.00000 42000.00| 80.75000 56525.00| HMA FOR APPROACHES, TYPE B | | | 0021 616-02320 310.000 m2 | 1.50000 465.00| 5.20000 1612.00| GEOTEXTILES | | | 0022 616-06405 350.000 Mg | 25.00000 8750.00| 32.00000 11200.00| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 434.00000 434.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 1.30000 1300.00| 1.27000 1270.00| MULCHED SEEDING, R | | | 0025 706-91957 60.000 m | 30.00000 1800.00| 28.55000 1713.00| BRIDGE RAILING, THRIE BEAM | | | 0026 715-05596 9.900 m | 100.00000 990.00| 410.00000 4059.00| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0027 715-05889 4.700 m | 160.00000 752.00| 600.00000 2820.00| PIPE EXTENSION, CIRCULAR, 750 mm | | | 0028 715-46010 2.000 EACH| 225.00000 450.00| 940.00000 1880.00| PIPE END SECTION, 450 mm | | | 0029 801-06203 1700.000 m | 0.75000 1275.00| 0.64000 1088.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0030 801-06207 1700.000 m | 3.75000 6375.00| 0.64000 1088.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0031 801-06640 42.000 EACH| 110.00000 4620.00| 107.35000 4508.70| CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 28500.00000 28500.00| 30455.96500 30455.97| MAINTAINING TRAFFIC | | | 0033 808-06712 2320.000 m | 0.30000 696.00| 0.22000 510.40| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0034 808-06713 33740.000 m | 0.30000 10122.00| 0.19000 6410.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0035 808-06714 19890.000 m | 0.30000 5967.00| 0.19000 3779.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,693,473.87 ROUTE : 48 CALL ORDER : 201 CONTRACT ID : RS-25843-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75215 75.000 m | 8.40000 630.00| 3.13000 234.75| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0037 808-75297 4.000 m | 18.50000 74.00| 20.50000 82.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0038 808-75996 1205.000 EACH| 6.00000 7230.00| 5.80000 6989.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 1205.000 EACH| 18.80000 22654.00| 18.30000 22051.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,287,740.40| $ 1,468,261.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,287,740.40| $ 1,468,261.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,241.47 ROUTE : 68 CALL ORDER : 211 CONTRACT ID : RS-25844-A COUNTIES : POSEY LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3265003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 407,077.57 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 414,800.00 101.8970% 3 35-0626844 RUDOLPH, J.H. & CO $ 489,657.30 120.2859% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 1300.00000 1300.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2400.00000 12000.00| 1500.00000 7500.00| 2000.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20350.00000 20350.00| 12000.00000 12000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 600.000 m2 | 10.25000 6150.00| 11.00000 6600.00| 9.00000 5400.00 SURFACE MILLING, ASPHALT | | | 0005 203-91878 245.000 m | 12.68000 3106.60| 8.60000 2107.00| 26.00000 6370.00 LINEAR DITCH GRADING | | | 0006 303-04095 1100.000 Mg | 20.00000 22000.00| 23.30000 25630.00| 24.50000 26950.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 304-07489 360.000 Mg | 101.00000 36360.00| 119.00000 42840.00| 95.00000 34200.00 HMA PATCHING, TYPE A | | | 0008 401-07320 4750.000 Mg | 38.00000 180500.00| 40.00000 190000.00| 50.00000 237500.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0009 402-07450 130.000 Mg | 55.00000 7150.00| 48.00000 6240.00| 75.00000 9750.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0010 405-05517 19.000 Mg | 360.00000 6840.00| 375.00000 7125.00| 340.00000 6460.00 ASPHALT FOR PRIME COAT | | | 0011 406-05520 15.000 Mg | 225.00000 3375.00| 215.00000 3225.00| 170.00000 2550.00 ASPHALT FOR TACK COAT | | | 0012 610-07486 360.000 Mg | 55.00000 19800.00| 55.00000 19800.00| 50.00000 18000.00 HMA FOR APPROACHES, TYPE A | | | 0013 616-02305 22.000 m3 | 192.00000 4224.00| 192.00000 4224.00| 310.00000 6820.00 GABIONS | | | 0014 616-02320 52.000 m2 | 2.70000 140.40| 2.70000 140.40| 20.00000 1040.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,241.47 ROUTE : 68 CALL ORDER : 211 CONTRACT ID : RS-25844-A COUNTIES : POSEY LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-06405 1160.000 Mg | 27.90000 32364.00| 27.90000 32364.00| 35.00000 40600.00 RIPRAP, REVETMENT | | | 0016 715-05596 6.000 m | 168.00000 1008.00| 168.00000 1008.00| 180.00000 1080.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0017 801-06203 975.000 m | 0.01000 9.75| 2.00000 1950.00| 1.00000 975.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 975.000 m | 3.35000 3266.25| 3.80000 3705.00| 6.00000 5850.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 33.000 EACH| 108.28000 3573.24| 70.00000 2310.00| 70.00000 2310.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 9425.00000 9425.00| 14578.20000 14578.20| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0021 808-06712 1050.000 m | 0.34000 357.00| 0.34000 357.00| 0.34000 357.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0022 808-06713 20050.000 m | 0.34000 6817.00| 0.34000 6817.00| 0.34000 6817.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 14810.000 m | 0.34000 5035.40| 0.34000 5035.40| 0.34000 5035.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-75297 4.000 m | 40.00000 160.00| 40.00000 160.00| 40.00000 160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0025 808-75996 741.000 EACH| 5.78000 4282.98| 4.00000 2964.00| 6.95000 5149.95 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 741.000 EACH| 19.95000 14782.95| 20.00000 14820.00| 19.95000 14782.95 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 407,077.57| $ 414,800.00| $ 489,657.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,077.57| $ 414,800.00| $ 489,657.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,985.23 ROUTE : 54 CALL ORDER : 221 CONTRACT ID : RS-25845-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0563013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 583,496.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 763,297.96 130.8146% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 949,480.73 162.7227% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 9800.00000 9800.00| 5060.00000 5060.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1340.00000 8040.00| 1980.00000 11880.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10700.00000 10700.00| 14250.00000 14250.00| 45450.00000 45450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 101200.000 SYS | 0.25000 25300.00| 0.47000 47564.00| 0.67000 67804.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 20.000 EACH| 115.00000 2300.00| 122.00000 2440.00| 121.00000 2420.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 211-07454 9.000 CYS | 17.00000 153.00| 108.00000 972.00| 67.80000 610.20 STRUCTURE BACKFILL | | | 0007 303-07449 530.000 TON | 17.00000 9010.00| 18.60000 9858.00| 46.93000 24872.90 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07491 350.000 TON | 90.00000 31500.00| 152.00000 53200.00| 156.27000 54694.50 HMA PATCHING, TYPE C | | | 0009 401-07329 8375.000 TON | 38.35000 321181.25| 47.80000 400325.00| 54.49000 456353.75 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0010 402-07452 500.000 TON | 39.00000 19500.00| 45.50000 22750.00| 73.93000 36965.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0011 405-05517 14.000 TON | 260.00000 3640.00| 300.00000 4200.00| 339.24000 4749.36 ASPHALT FOR PRIME COAT | | | 0012 406-05520 26.000 TON | 150.00000 3900.00| 200.00000 5200.00| 187.00000 4862.00 ASPHALT FOR TACK COAT | | | 0013 601-94689 20.000 EACH| 2280.00000 45600.00| 2400.00000 48000.00| 2387.00000 47740.00 GUARDRAIL END TREATMENT, OS | | | 0014 610-07488 615.000 TON | 65.00000 39975.00| 95.00000 58425.00| 160.19000 98516.85 HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,985.23 ROUTE : 54 CALL ORDER : 221 CONTRACT ID : RS-25845-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06525 1.000 EACH| 350.00000 350.00| 556.00000 556.00| 550.00000 550.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 616-02320 150.000 SYS | 1.10000 165.00| 8.00000 1200.00| 8.81000 1321.50 GEOTEXTILES | | | 0017 616-06405 55.000 TON | 25.00000 1375.00| 32.00000 1760.00| 56.22000 3092.10 RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 450.00000 450.00| 475.00000 475.00| 467.50000 467.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1000.000 SYS | 1.10000 1100.00| 1.20000 1200.00| 1.16000 1160.00 MULCHED SEEDING, R | | | 0020 715-05595 12.000 LFT | 33.00000 396.00| 195.00000 2340.00| 201.22000 2414.64 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0021 715-05596 15.000 LFT | 37.00000 555.00| 206.00000 3090.00| 151.45000 2271.75 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0022 715-46005 1.000 EACH| 230.00000 230.00| 810.00000 810.00| 384.34000 384.34 PIPE END SECTION, 15 IN. | | | 0023 715-46010 2.000 EACH| 260.00000 520.00| 850.00000 1700.00| 269.17000 538.34 PIPE END SECTION, 18 IN. | | | 0024 801-06203 1000.000 LFT | 0.25000 250.00| 0.22000 220.00| 0.84000 840.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 3220.000 LFT | 0.85000 2737.00| 0.22000 708.40| 4.13000 13298.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 33.000 EACH| 75.00000 2475.00| 77.75000 2565.75| 77.00000 2541.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 13000.00000 13000.00| 23450.00000 23450.00| 20844.20000 20844.20 MAINTAINING TRAFFIC | | | 0028 805-02328 1840.000 LFT | 0.42000 772.80| 0.45000 828.00| 0.44000 809.60 SIGNAL CABLE, 1C 14GA. | | | 0029 805-78795 555.000 LFT | 10.00000 5550.00| 10.50000 5827.50| 10.45000 5799.75 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 805-92951 11.000 EACH| 232.00000 2552.00| 245.00000 2695.00| 242.00000 2662.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0031 808-06712 3490.000 LFT | 0.09000 314.10| 0.11000 383.90| 0.11000 383.90 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0032 808-06713 44855.000 LFT | 0.09000 4036.95| 0.08000 3588.40| 0.08000 3588.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06714 24770.000 LFT | 0.09000 2229.30| 0.08000 1981.60| 0.08000 1981.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75240 2580.000 LFT | 0.37000 954.60| 0.39000 1006.20| 0.38000 980.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,985.23 ROUTE : 54 CALL ORDER : 221 CONTRACT ID : RS-25845-A COUNTIES : GREENE LETTING DATE : 10/22/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 |(3) 35-2126716 |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75245 10300.000 LFT | 0.37000 3811.00| 0.37000 3811.00| 0.36000 3708.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0036 808-75278 600.000 LFT | 2.10000 1260.00| 1.60000 960.00| 1.54000 924.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0037 808-75297 310.000 LFT | 5.25000 1627.50| 3.88890 1205.56| 3.85000 1193.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75320 30.000 EACH| 60.00000 1800.00| 49.00000 1470.00| 48.40000 1452.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 20.000 EACH| 70.00000 1400.00| 62.00000 1240.00| 61.60000 1232.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-75996 495.000 EACH| 6.00000 2970.00| 6.67000 3301.65| 6.60000 3267.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 495.000 EACH| 18.90000 9355.50| 20.00000 9900.00| 19.79000 9796.05 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 583,496.00| $ 763,297.96| $ 949,480.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,496.00| $ 763,297.96| $ 949,480.73 ====================================================================================================================================