INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : MAIN STEET CALL ORDER : 111 CONTRACT ID : R -24323-A COUNTIES : LAWRENCE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99470147 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2065425 INFRASTRUCTURE SYSTEMS INC. $ 914,243.10 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 939,310.16 102.7418% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 970,333.10 106.1351% 4 54-1342714 TRI COUNTY BUILDERS CO $ 981,909.13 107.4013% 5 35-1418333 ROGERS GROUP, INC. $ 1,085,089.20 118.6871% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,137,900.00 124.4636% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : Q188001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 360,063.72 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 385,261.67 106.9981% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 387,586.16 107.6437% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 397,650.00 110.4387% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1381845 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 5.000 MOS | 1210.00000 6050.00| 1200.00000 6000.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17200.00000 17200.00| 16000.00000 16000.00| 15750.00000 15750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 20000.00000 20000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 6000.00000 6000.00| 13500.00000 13500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 27.000 m2 | 22.00000 594.00| 35.00000 945.00| 25.00000 675.00 PAVEMENT, REMOVE | | | 0006 202-02271 2.000 EACH| 275.00000 550.00| 400.00000 800.00| 500.00000 1000.00 HEADWALL, REMOVE | | | 0007 202-02278 60.000 m | 16.50000 990.00| 15.00000 900.00| 15.00000 900.00 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 23.500 m2 | 16.50000 387.75| 10.00000 235.00| 15.00000 352.50 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 98.000 m2 | 14.30000 1401.40| 15.50000 1519.00| 5.00000 490.00 SURFACE MILLING, ASPHALT | | | 0011 202-91385 1.000 EACH| 550.00000 550.00| 200.00000 200.00| 350.00000 350.00 INLET, REMOVE | | | 0012 202-96133 10.000 m | 22.00000 220.00| 40.00000 400.00| 50.00000 500.00 PIPE, REMOVE | | | 0013 203-02000 235.000 m3 | 22.00000 5170.00| 50.00000 11750.00| 100.00000 23500.00 EXCAVATION, COMMON | | | 0014 205-02224 1300.000 m | 5.61000 7293.00| 6.00000 7800.00| 5.10000 6630.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1381845 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02234 1.000 EACH| 66.00000 66.00| 69.00000 69.00| 60.00000 60.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 5.000 EACH| 66.00000 330.00| 69.00000 345.00| 60.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02060 178.000 m3 | 28.60000 5090.80| 22.00000 3916.00| 35.00000 6230.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 305-05204 16.500 Mg | 126.50000 2087.25| 126.50000 2087.25| 120.00000 1980.00 HMA FOR PATCHING | | | 0019 402-05468 401.000 Mg | 51.70000 20731.70| 51.70000 20731.70| 50.00000 20050.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 802.000 Mg | 44.00000 35288.00| 44.00000 35288.00| 42.00000 33684.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05475 246.000 Mg | 59.40000 14612.40| 59.40000 14612.40| 57.00000 14022.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0022 402-05477 365.000 Mg | 64.90000 23688.50| 64.90000 23688.50| 62.00000 22630.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 24.000 Mg | 82.50000 1980.00| 82.50000 1980.00| 78.00000 1872.00 HMA WEDGE AND LEVEL | | | 0024 406-05520 3.750 Mg | 206.80000 775.50| 210.00000 787.50| 200.00000 750.00 ASPHALT FOR TACK COAT | | | 0025 601-01700 1.000 EACH| 2123.00000 2123.00| 1955.00000 1955.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-02565 38.100 m | 45.10000 1718.31| 40.50000 1543.05| 42.00000 1600.20 GUARDRAIL, W BEAM, 3.810 m SPACING | | | 0027 601-02636 22.860 m | 70.40000 1609.34| 60.00000 1371.60| 65.00000 1485.90 GUARDRAIL, W BEAM, NESTED | | | 0028 601-06037 1.000 EACH| 929.50000 929.50| 775.00000 775.00| 900.00000 900.00 GUARDRAIL END TREATMENT, I | | | 0029 601-61390 2.000 EACH| 52.80000 105.60| 35.00000 70.00| 50.00000 100.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0030 604-06069 10.500 m2 | 110.00000 1155.00| 45.00000 472.50| 150.00000 1575.00 CURB RAMP, CONCRETE | | | 0031 604-91531 24.000 m2 | 77.00000 1848.00| 30.00000 720.00| 70.00000 1680.00 SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06155 72.000 m | 55.00000 3960.00| 50.00000 3600.00| 65.00000 4680.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 605-94082 4.000 EACH| 550.00000 2200.00| 650.00000 2600.00| 750.00000 3000.00 CURB TURNOUT, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1381845 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 605-95486 803.000 m | 44.00000 35332.00| 46.00000 36938.00| 35.00000 28105.00 CURB AND GUTTER, ROLLED, CONCRETE | | | 0035 607-06375 5.100 m | 198.00000 1009.80| 150.00000 765.00| 550.00000 2805.00 PAVED SIDE DITCH, J | | | 0036 611-05330 821.800 m2 | 55.00000 45199.00| 40.00000 32872.00| 42.00000 34515.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-95023 8.000 EACH| 220.00000 1760.00| 175.00000 1400.00| 275.00000 2200.00 MAILBOX ASSEMBLY, RESET | | | 0038 616-06395 87.500 m2 | 27.50000 2406.25| 25.00000 2187.50| 50.00000 4375.00 RIPRAP | | | 0039 621-01004 1.000 EACH| 660.00000 660.00| 660.00000 660.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01853 1900.000 m2 | 1.10000 2090.00| 1.10000 2090.00| 1.00000 1900.00 MULCHED SEEDING, GRASS, 1 | | | 0041 621-06570 190.000 m3 | 37.40000 7106.00| 20.00000 3800.00| 30.00000 5700.00 TOP SOIL | | | 0042 622-05625 5.000 EACH| 220.00000 1100.00| 220.00000 1100.00| 200.00000 1000.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0043 715-05149 210.300 m | 60.50000 12723.15| 82.00000 17244.60| 65.00000 13669.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 25.200 m | 66.00000 1663.20| 100.00000 2520.00| 98.00000 2469.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 2.500 m | 110.00000 275.00| 124.00000 310.00| 140.00000 350.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05154 2.500 m | 110.00000 275.00| 140.00000 350.00| 380.00000 950.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05435 3.600 m | 38.50000 138.60| 40.00000 144.00| 125.00000 450.00 PIPE, UNDERDRAIN OUTLET, 100 mm | | | 0048 715-44240 0.100 m3 | 660.00000 66.00| 4000.00000 400.00| 5000.00000 500.00 CONCRETE, A, STRUCTURES | | | 0049 715-46000 1.000 EACH| 330.00000 330.00| 300.00000 300.00| 500.00000 500.00 PIPE END SECTION, 300 mm | | | 0050 715-46010 1.000 EACH| 385.00000 385.00| 350.00000 350.00| 500.00000 500.00 PIPE END SECTION, 450 mm | | | 0051 715-46020 1.000 EACH| 495.00000 495.00| 425.00000 425.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0052 718-34000 1231.800 m | 6.60000 8129.88| 16.50000 20324.70| 8.00000 9854.40 PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1381845 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 718-52610 199.000 m3 | 33.00000 6567.00| 28.00000 5572.00| 48.00000 9552.00 AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 2290.500 m2 | 1.65000 3779.33| 1.50000 3435.75| 1.25000 2863.13 GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-01282 1.000 EACH| 1210.00000 1210.00| 1100.00000 1100.00| 1700.00000 1700.00 INLET, J, MODIFIED | | | 0056 720-45030 1.000 EACH| 1210.00000 1210.00| 1000.00000 1000.00| 1100.00000 1100.00 INLET, E7 | | | 0057 720-45070 3.000 EACH| 1650.00000 4950.00| 1600.00000 4800.00| 1850.00000 5550.00 INLET, P12A | | | 0058 720-45075 1.000 EACH| 1430.00000 1430.00| 1400.00000 1400.00| 1800.00000 1800.00 INLET, R13 | | | 0059 720-45410 3.000 EACH| 1375.00000 4125.00| 1400.00000 4200.00| 1700.00000 5100.00 MANHOLE, C4 | | | 0060 720-98013 6.000 EACH| 1320.00000 7920.00| 1100.00000 6600.00| 1500.00000 9000.00 INLET, M , MODIFIED | | | 0061 801-06606 12.000 EACH| 82.50000 990.00| 76.00000 912.00| 100.00000 1200.00 BARRICADE, IIIB | | | 0062 801-06625 15.000 EACH| 99.00000 1485.00| 75.00000 1125.00| 75.00000 1125.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 14.000 EACH| 66.00000 924.00| 68.00000 952.00| 75.00000 1050.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP| 9400.00000 9400.00| 35000.00000 35000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0065 802-05701 23.900 m | 42.90000 1025.31| 29.00000 693.10| 28.00000 669.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 2.881 m2 | 308.00000 887.35| 350.00000 1008.35| 325.00000 936.33 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-96915 LUMP| 2145.00000 2145.00| 100.00000 100.00| 100.00000 100.00 SIGN, RELOCATE | | | 0068 808-06706 10.700 m | 13.20000 141.24| 13.80000 147.66| 28.00000 299.60 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0069 808-06713 919.000 m | 0.44000 404.36| 0.45000 413.55| 0.80000 735.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-75245 1292.000 m | 1.10000 1421.20| 1.13000 1459.96| 1.25000 1615.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 360,063.72| $ 385,261.67| $ 387,586.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,063.72| $ 385,261.67| $ 387,586.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 5.000 MOS | 2229.20000 11146.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17220.00000 17220.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19500.00000 19500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9442.11000 9442.11| | CLEARING RIGHT OF WAY | | | 0005 202-02240 27.000 m2 | 69.10000 1865.70| | PAVEMENT, REMOVE | | | 0006 202-02271 2.000 EACH| 524.42000 1048.84| | HEADWALL, REMOVE | | | 0007 202-02278 60.000 m | 20.45000 1227.00| | CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 1051.77000 1051.77| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 23.500 m2 | 34.08000 800.88| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 98.000 m2 | 20.05000 1964.90| | SURFACE MILLING, ASPHALT | | | 0011 202-91385 1.000 EACH| 359.85000 359.85| | INLET, REMOVE | | | 0012 202-96133 10.000 m | 55.92000 559.20| | PIPE, REMOVE | | | 0013 203-02000 235.000 m3 | 194.50000 45707.50| | EXCAVATION, COMMON | | | 0014 205-02224 1300.000 m | 5.36000 6968.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02234 1.000 EACH| 63.00000 63.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 5.000 EACH| 63.00000 315.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02060 178.000 m3 | 23.56000 4193.68| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 305-05204 16.500 Mg | 103.74000 1711.71| | HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05468 401.000 Mg | 42.35000 16982.35| | HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 802.000 Mg | 35.42000 28406.84| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05475 246.000 Mg | 46.40000 11414.40| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0022 402-05477 365.000 Mg | 53.71000 19604.15| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 24.000 Mg | 67.09000 1610.16| | HMA WEDGE AND LEVEL | | | 0024 406-05520 3.750 Mg | 168.59000 632.21| | ASPHALT FOR TACK COAT | | | 0025 601-01700 1.000 EACH| 1995.00000 1995.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-02565 38.100 m | 61.95000 2360.30| | GUARDRAIL, W BEAM, 3.810 m SPACING | | | 0027 601-02636 22.860 m | 82.95000 1896.24| | GUARDRAIL, W BEAM, NESTED | | | 0028 601-06037 1.000 EACH| 945.00000 945.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-61390 2.000 EACH| 51.45000 102.90| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0030 604-06069 10.500 m2 | 83.80000 879.90| | CURB RAMP, CONCRETE | | | 0031 604-91531 24.000 m2 | 38.60000 926.40| | SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06155 72.000 m | 43.39000 3124.08| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 605-94082 4.000 EACH| 597.82000 2391.28| | CURB TURNOUT, CONCRETE | | | 0034 605-95486 803.000 m | 32.47000 26073.41| | CURB AND GUTTER, ROLLED, CONCRETE | | | 0035 607-06375 5.100 m | 240.80000 1228.08| | PAVED SIDE DITCH, J | | | 0036 611-05330 821.800 m2 | 71.27000 58569.69| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-95023 8.000 EACH| 115.09000 920.72| | MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06395 87.500 m2 | 39.36000 3444.00| | RIPRAP | | | 0039 621-01004 1.000 EACH| 630.00000 630.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01853 1900.000 m2 | 1.34000 2546.00| | MULCHED SEEDING, GRASS, 1 | | | 0041 621-06570 190.000 m3 | 9.66000 1835.40| | TOP SOIL | | | 0042 622-05625 5.000 EACH| 210.00000 1050.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0043 715-05149 210.300 m | 97.51000 20506.35| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 25.200 m | 137.61000 3467.77| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 2.500 m | 184.00000 460.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05154 2.500 m | 202.80000 507.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05435 3.600 m | 47.25000 170.10| | PIPE, UNDERDRAIN OUTLET, 100 mm | | | 0048 715-44240 0.100 m3 | 1497.40000 149.74| | CONCRETE, A, STRUCTURES | | | 0049 715-46000 1.000 EACH| 378.67000 378.67| | PIPE END SECTION, 300 mm | | | 0050 715-46010 1.000 EACH| 446.98000 446.98| | PIPE END SECTION, 450 mm | | | 0051 715-46020 1.000 EACH| 533.84000 533.84| | PIPE END SECTION, 600 mm | | | 0052 718-34000 1231.800 m | 9.13000 11246.33| | PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0053 718-52610 199.000 m3 | 37.80000 7522.20| | AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 2290.500 m2 | 2.07000 4741.34| | GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-01282 1.000 EACH| 1388.10000 1388.10| | INLET, J, MODIFIED | | | 0056 720-45030 1.000 EACH| 660.54000 660.54| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,435.63 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25030-B COUNTIES : PUTNAM LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 720-45070 3.000 EACH| 1215.62000 3646.86| | INLET, P12A | | | 0058 720-45075 1.000 EACH| 2341.53000 2341.53| | INLET, R13 | | | 0059 720-45410 3.000 EACH| 834.44000 2503.32| | MANHOLE, C4 | | | 0060 720-98013 6.000 EACH| 811.63000 4869.78| | INLET, M , MODIFIED | | | 0061 801-06606 12.000 EACH| 63.00000 756.00| | BARRICADE, IIIB | | | 0062 801-06625 15.000 EACH| 89.25000 1338.75| | DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 14.000 EACH| 69.30000 970.20| | CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP| 10234.86000 10234.86| | MAINTAINING TRAFFIC | | | 0065 802-05701 23.900 m | 26.25000 627.38| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 2.881 m2 | 316.15000 910.83| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-96915 LUMP| 42.00000 42.00| | SIGN, RELOCATE | | | 0068 808-06706 10.700 m | 19.43000 207.90| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0069 808-06713 919.000 m | 0.74000 680.06| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-75245 1292.000 m | 1.26000 1627.92| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 397,650.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,650.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3855015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 384,887.22 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 414,044.44 107.5755% 3 35-1673827 HENDERSON, H.E., INC. $ 415,956.64 108.0723% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 420,881.98 109.3520% 5 35-1315965 FOX CONTRACTORS $ 446,999.31 116.1377% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 452,181.18 117.4840% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 455,578.18 118.3666% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 467,000.00 121.3342% 9 35-1357381 O'MARA, DAVE CONTRACTOR $ 493,993.30 128.3475% 10 35-1151771 CALUMET ASPHALT PAVING CO $ 503,370.51 130.7838% 11 35-0999231 HUNT PAVING COMPANY, INC. $ 640,237.68 166.3442% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1418333 |(3) 35-1673827 |ROBERTSON, DUNCAN, INC. |ROGERS GROUP, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANSE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| 1115.00000 6690.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 11550.00000 11550.00| 24030.00000 24030.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 7244.00000 7244.00| 22357.50000 22357.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 26400.00000 26400.00| 32355.00000 32355.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 267.000 m2 | 9.00000 2403.00| 10.40000 2776.80| 9.23000 2464.41 SURFACE MILLING, ASPHALT | | | 0006 203-02000 3735.000 m3 | 10.00000 37350.00| 6.55000 24464.25| 6.16000 23007.60 EXCAVATION, COMMON | | | 0007 203-02070 3722.000 m3 | 12.50000 46525.00| 17.15000 63832.30| 12.52000 46599.44 BORROW | | | 0008 203-02070 1568.000 m3 | 3.00000 4704.00| 22.00000 34496.00| 9.43000 14786.24 BORROW WITH WATER RETENTION GEL | | | 0009 205-02224 225.000 m | 6.11000 1374.75| 6.30000 1417.50| 5.83000 1311.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 199.000 m | 9.08000 1806.92| 9.40000 1870.60| 8.66000 1723.34 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1418333 |(3) 35-1673827 |ROBERTSON, DUNCAN, INC. |ROGERS GROUP, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 207-02045 1100.000 m3 | 4.00000 4400.00| 6.05000 6655.00| 15.41000 16951.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 28.000 m3 | 25.00000 700.00| 66.00000 1848.00| 96.13000 2691.64 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52309 425.000 Mg | 18.00000 7650.00| 18.20000 7735.00| 15.23000 6472.75 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 303-98541 163.000 Mg | 18.00000 2934.00| 30.00000 4890.00| 38.37000 6254.31 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0015 402-05468 1431.000 Mg | 39.84000 57011.04| 42.90000 61389.90| 37.80000 54091.80 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 482.000 Mg | 43.28000 20860.96| 47.80000 23039.60| 39.10000 18846.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 190.000 Mg | 59.56000 11316.40| 53.80000 10222.00| 47.78000 9078.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 249.000 Mg | 46.75000 11640.75| 45.80000 11404.20| 46.73000 11635.77 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 43.000 Mg | 43.28000 1861.04| 58.80000 2528.40| 50.93000 2189.99 HMA WEDGE AND LEVEL | | | 0020 404-05511 995.000 m2 | 6.60000 6567.00| 2.70000 2686.50| 4.20000 4179.00 SEAL COAT, 2 | | | 0021 405-05518 2974.000 m2 | 0.06000 178.44| 0.85000 2527.90| 0.53000 1576.22 ASPHALT FOR PRIME COAT | | | 0022 406-05521 9445.000 m2 | 0.03000 283.35| 0.06000 566.70| 0.05000 472.25 ASPHALT FOR TACK COAT | | | 0023 610-05527 163.000 Mg | 68.80000 11214.40| 73.90000 12045.70| 61.43000 10013.09 HMA FOR APPROACHES | | | 0024 611-06497 2.000 EACH| 150.00000 300.00| 180.00000 360.00| 341.25000 682.50 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 3.000 EACH| 200.00000 600.00| 232.00000 696.00| 498.75000 1496.25 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 20.000 EACH| 130.00000 2600.00| 120.00000 2400.00| 93.06000 1861.20 RIGHT OF WAY MARKER | | | 0027 615-06505 9.000 EACH| 400.00000 3600.00| 443.00000 3987.00| 398.10000 3582.90 MONUMENT, B | | | 0028 616-02320 834.000 m2 | 3.50000 2919.00| 1.70000 1417.80| 1.72000 1434.48 GEOTEXTILES | | | 0029 616-06405 14.000 Mg | 30.00000 420.00| 33.00000 462.00| 40.82000 571.48 RIPRAP, REVETMENT | | | 0030 616-06451 480.000 Mg | 22.00000 10560.00| 20.40000 9792.00| 26.08000 12518.40 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 440.00000 880.00| 412.00000 824.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1418333 |(3) 35-1673827 |ROBERTSON, DUNCAN, INC. |ROGERS GROUP, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06567 95.000 kL | 1.10000 104.50| 1.00000 95.00| 1.05000 99.75 WATER | | | 0033 621-06575 5225.000 m2 | 3.52000 18392.00| 3.30000 17242.50| 3.36000 17556.00 SODDING, NURSERY | | | 0034 715-02628 12.000 EACH| 300.00000 3600.00| 425.00000 5100.00| 228.76000 2745.12 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 715-03475 2.000 EACH| 325.00000 650.00| 525.00000 1050.00| 200.28000 400.56 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0036 715-03584 2.000 EACH| 350.00000 700.00| 628.00000 1256.00| 294.53000 589.06 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-04798 2.000 EACH| 450.00000 900.00| 681.00000 1362.00| 338.88000 677.76 SAFETY METAL END SECTION, 4:1, 525 mm | | | 0038 715-05119 11.000 m | 50.00000 550.00| 185.00000 2035.00| 80.50000 885.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05121 25.000 m | 75.00000 1875.00| 96.00000 2400.00| 87.76000 2194.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0040 715-05122 37.000 m | 100.00000 3700.00| 109.00000 4033.00| 74.08000 2740.96 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0041 715-05169 79.500 m | 60.00000 4770.00| 109.00000 8665.50| 37.30000 2965.35 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 801-04308 2.000 EACH| 137.50000 275.00| 129.00000 258.00| 131.25000 262.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06606 6.000 EACH| 104.50000 627.00| 98.00000 588.00| 99.75000 598.50 BARRICADE, IIIB | | | 0044 801-06625 10.000 EACH| 104.50000 1045.00| 98.00000 980.00| 99.75000 997.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH| 88.00000 440.00| 82.50000 412.50| 84.00000 420.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 44.00000 88.00| 41.25000 82.50| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 15000.00000 15000.00| 9100.00000 9100.00| 19225.00000 19225.00 MAINTAINING TRAFFIC | | | 0048 802-03706 1.000 EACH| 1523.00000 1523.00| 1.38000 1.38| 2100.00000 2100.00 SIGN PANEL, INSTALL | | | 0049 802-05701 4.000 m | 35.20000 140.80| 32.70000 130.80| 49.63000 198.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76045 0.810 m2 | 202.00000 163.62| 216.00000 174.96| 192.95000 156.29 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0051 808-06713 780.000 m | 0.43000 335.40| 0.40000 312.00| 0.41000 319.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1418333 |(3) 35-1673827 |ROBERTSON, DUNCAN, INC. |ROGERS GROUP, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75245 780.000 m | 1.27000 990.60| 1.20000 936.00| 1.21000 943.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75297 6.500 m | 16.50000 107.25| 15.50000 100.75| 15.75000 102.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 213-52830 178.000 m3 | 125.00000 22250.00| 57.30000 10199.40| 95.11000 16929.58 FLOWABLE MORTAR | | | SECTION TOTALS | $ 384,887.22| $ 414,044.44| $ 415,956.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,887.22| $ 414,044.44| $ 415,956.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 |(6) 35-2032723 |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANSE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 2607.61000 15645.66| 1832.00000 10992.00| 980.00000 5880.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11530.40000 11530.40| 14670.00000 14670.00| 7660.00000 7660.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 6370.00000 6370.00| 9690.00000 9690.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8400.00000 8400.00| 38025.00000 38025.00| 15960.00000 15960.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 267.000 m2 | 8.43000 2250.81| 11.54000 3081.18| 11.00000 2937.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 3735.000 m3 | 15.72000 58714.20| 11.00000 41085.00| 9.35000 34922.25 EXCAVATION, COMMON | | | 0007 203-02070 3722.000 m3 | 13.42000 49949.24| 17.78000 66177.16| 17.80000 66251.60 BORROW | | | 0008 203-02070 1568.000 m3 | 15.54000 24366.72| 17.03000 26703.04| 18.75000 29400.00 BORROW WITH WATER RETENTION GEL | | | 0009 205-02224 225.000 m | 5.71000 1284.75| 5.94000 1336.50| 7.50000 1687.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 199.000 m | 8.49000 1689.51| 8.83000 1757.17| 14.40000 2865.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 207-02045 1100.000 m3 | 11.81000 12991.00| 9.43000 10373.00| 6.70000 7370.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 28.000 m3 | 18.77000 525.56| 30.21000 845.88| 50.00000 1400.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52309 425.000 Mg | 18.17000 7722.25| 13.78000 5856.50| 17.80000 7565.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 303-98541 163.000 Mg | 42.58000 6940.54| 15.60000 2542.80| 17.80000 2901.40 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0015 402-05468 1431.000 Mg | 36.70000 52517.70| 39.32000 56266.92| 41.80000 59815.80 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 482.000 Mg | 40.61000 19574.02| 43.50000 20967.00| 46.30000 22316.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 190.000 Mg | 60.31000 11458.90| 64.60000 12274.00| 68.75000 13062.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 249.000 Mg | 41.69000 10380.81| 44.65000 11117.85| 47.50000 11827.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 43.000 Mg | 43.00000 1849.00| 46.05000 1980.15| 49.00000 2107.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 |(6) 35-2032723 |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 995.000 m2 | 4.35000 4328.25| 4.66000 4636.70| 5.00000 4975.00 SEAL COAT, 2 | | | 0021 405-05518 2974.000 m2 | 0.20000 594.80| 0.22000 654.28| 0.22000 654.28 ASPHALT FOR PRIME COAT | | | 0022 406-05521 9445.000 m2 | 0.05000 472.25| 0.05000 472.25| 0.05000 472.25 ASPHALT FOR TACK COAT | | | 0023 610-05527 163.000 Mg | 89.82000 14640.66| 96.21000 15682.23| 102.00000 16626.00 HMA FOR APPROACHES | | | 0024 611-06497 2.000 EACH| 180.17000 360.34| 136.00000 272.00| 142.50000 285.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 3.000 EACH| 231.64000 694.92| 170.00000 510.00| 171.00000 513.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 20.000 EACH| 119.42000 2388.40| 150.00000 3000.00| 131.00000 2620.00 RIGHT OF WAY MARKER | | | 0027 615-06505 9.000 EACH| 442.69000 3984.21| 525.00000 4725.00| 600.00000 5400.00 MONUMENT, B | | | 0028 616-02320 834.000 m2 | 2.86000 2385.24| 2.62000 2185.08| 2.50000 2085.00 GEOTEXTILES | | | 0029 616-06405 14.000 Mg | 29.26000 409.64| 24.53000 343.42| 28.50000 399.00 RIPRAP, REVETMENT | | | 0030 616-06451 480.000 Mg | 22.87000 10977.60| 24.18000 11606.40| 15.00000 7200.00 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 411.80000 823.60| 428.00000 856.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06567 95.000 kL | 1.03000 97.85| 2.64000 250.80| 1.00000 95.00 WATER | | | 0033 621-06575 5225.000 m2 | 3.29000 17190.25| 3.78000 19750.50| 4.16000 21736.00 SODDING, NURSERY | | | 0034 715-02628 12.000 EACH| 592.13000 7105.56| 308.00000 3696.00| 308.00000 3696.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 715-03475 2.000 EACH| 554.55000 1109.10| 311.00000 622.00| 274.00000 548.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0036 715-03584 2.000 EACH| 666.00000 1332.00| 453.00000 906.00| 388.00000 776.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-04798 2.000 EACH| 718.46000 1436.92| 535.00000 1070.00| 513.00000 1026.00 SAFETY METAL END SECTION, 4:1, 525 mm | | | 0038 715-05119 11.000 m | 50.04000 550.44| 101.28000 1114.08| 74.00000 814.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05121 25.000 m | 70.16000 1754.00| 116.96000 2924.00| 101.00000 2525.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 |(6) 35-2032723 |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05122 37.000 m | 73.77000 2729.49| 112.73000 4171.01| 132.00000 4884.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0041 715-05169 79.500 m | 55.86000 4440.87| 83.73000 6656.54| 82.00000 6519.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 801-04308 2.000 EACH| 128.69000 257.38| 181.00000 362.00| 193.00000 386.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06606 6.000 EACH| 97.80000 586.80| 73.90000 443.40| 79.00000 474.00 BARRICADE, IIIB | | | 0044 801-06625 10.000 EACH| 97.80000 978.00| 73.90000 739.00| 79.00000 790.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH| 82.36000 411.80| 73.90000 369.50| 79.00000 395.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 41.18000 82.36| 42.00000 84.00| 44.00000 88.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 6028.74000 6028.74| 10940.00000 10940.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0048 802-03706 1.000 EACH| 1.00000 1.00| 1483.00000 1483.00| 1580.00000 1580.00 SIGN PANEL, INSTALL | | | 0049 802-05701 4.000 m | 32.69000 130.76| 34.25000 137.00| 36.50000 146.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76045 0.810 m2 | 216.20000 175.12| 197.34000 159.85| 210.00000 170.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0051 808-06713 780.000 m | 0.40000 312.00| 1.05000 819.00| 1.12000 873.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-75245 780.000 m | 1.18000 920.40| 1.67000 1302.60| 1.80000 1404.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75297 6.500 m | 15.44000 100.36| 10.20000 66.30| 10.80000 70.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 213-52830 178.000 m3 | 69.10000 12299.80| 64.99000 11568.22| 162.00000 28836.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 420,881.98| $ 446,999.31| $ 452,181.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,881.98| $ 446,999.31| $ 452,181.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 |(9) 35-1357381 |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANSE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1100.00000 6600.00| 2200.00000 13200.00| 963.00000 5778.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 14400.00000 14400.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22770.00000 22770.00| 32998.72000 32998.72| 20694.00000 20694.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| 29895.00000 29895.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 267.000 m2 | 9.00000 2403.00| 9.00000 2403.00| 8.00000 2136.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 3735.000 m3 | 10.90000 40711.50| 16.50000 61627.50| 13.00000 48555.00 EXCAVATION, COMMON | | | 0007 203-02070 3722.000 m3 | 16.00000 59552.00| 14.40000 53596.80| 25.00000 93050.00 BORROW | | | 0008 203-02070 1568.000 m3 | 19.00000 29792.00| 22.00000 34496.00| 28.00000 43904.00 BORROW WITH WATER RETENTION GEL | | | 0009 205-02224 225.000 m | 5.60000 1260.00| 5.80000 1305.00| 6.00000 1350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 199.000 m | 8.40000 1671.60| 8.60000 1711.40| 9.00000 1791.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 207-02045 1100.000 m3 | 20.00000 22000.00| 12.60000 13860.00| 7.00000 7700.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 28.000 m3 | 40.00000 1120.00| 25.00000 700.00| 29.00000 812.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52309 425.000 Mg | 25.00000 10625.00| 30.00000 12750.00| 18.50000 7862.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 303-98541 163.000 Mg | 28.00000 4564.00| 30.00000 4890.00| 22.50000 3667.50 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0015 402-05468 1431.000 Mg | 38.00000 54378.00| 35.50000 50800.50| 37.00000 52947.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 482.000 Mg | 39.00000 18798.00| 36.50000 17593.00| 40.50000 19521.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 190.000 Mg | 50.00000 9500.00| 45.50000 8645.00| 53.00000 10070.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 249.000 Mg | 49.00000 12201.00| 44.50000 11080.50| 44.50000 11080.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 43.000 Mg | 52.00000 2236.00| 48.50000 2085.50| 63.00000 2709.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 |(9) 35-1357381 |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 995.000 m2 | 4.10000 4079.50| 4.00000 3980.00| 2.85000 2835.75 SEAL COAT, 2 | | | 0021 405-05518 2974.000 m2 | 0.55000 1635.70| 0.50000 1487.00| 0.55000 1635.70 ASPHALT FOR PRIME COAT | | | 0022 406-05521 9445.000 m2 | 0.06000 566.70| 0.05000 472.25| 0.05000 472.25 ASPHALT FOR TACK COAT | | | 0023 610-05527 163.000 Mg | 62.00000 10106.00| 58.50000 9535.50| 92.00000 14996.00 HMA FOR APPROACHES | | | 0024 611-06497 2.000 EACH| 190.00000 380.00| 130.00000 260.00| 185.00000 370.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 3.000 EACH| 240.00000 720.00| 157.00000 471.00| 240.00000 720.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 20.000 EACH| 120.00000 2400.00| 120.00000 2400.00| 120.00000 2400.00 RIGHT OF WAY MARKER | | | 0027 615-06505 9.000 EACH| 440.00000 3960.00| 550.00000 4950.00| 440.00000 3960.00 MONUMENT, B | | | 0028 616-02320 834.000 m2 | 3.00000 2502.00| 2.00000 1668.00| 1.50000 1251.00 GEOTEXTILES | | | 0029 616-06405 14.000 Mg | 28.00000 392.00| 35.00000 490.00| 33.00000 462.00 RIPRAP, REVETMENT | | | 0030 616-06451 480.000 Mg | 24.00000 11520.00| 35.00000 16800.00| 25.00000 12000.00 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 420.00000 840.00| 420.00000 840.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06567 95.000 kL | 1.00000 95.00| 1.05000 99.75| 1.00000 95.00 WATER | | | 0033 621-06575 5225.000 m2 | 3.40000 17765.00| 3.35000 17503.75| 3.50000 18287.50 SODDING, NURSERY | | | 0034 715-02628 12.000 EACH| 480.00000 5760.00| 330.00000 3960.00| 450.00000 5400.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 715-03475 2.000 EACH| 500.00000 1000.00| 330.00000 660.00| 450.00000 900.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0036 715-03584 2.000 EACH| 600.00000 1200.00| 395.00000 790.00| 500.00000 1000.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-04798 2.000 EACH| 740.00000 1480.00| 440.00000 880.00| 625.00000 1250.00 SAFETY METAL END SECTION, 4:1, 525 mm | | | 0038 715-05119 11.000 m | 100.00000 1100.00| 80.00000 880.00| 159.00000 1749.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05121 25.000 m | 105.00000 2625.00| 110.00000 2750.00| 169.00000 4225.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0918397 |(9) 35-1357381 |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05122 37.000 m | 110.00000 4070.00| 112.00000 4144.00| 179.00000 6623.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0041 715-05169 79.500 m | 100.00000 7950.00| 75.00000 5962.50| 159.00000 12640.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 801-04308 2.000 EACH| 130.00000 260.00| 130.00000 260.00| 175.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06606 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 75.00000 450.00 BARRICADE, IIIB | | | 0044 801-06625 10.000 EACH| 100.00000 1000.00| 100.00000 1000.00| 75.00000 750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH| 85.00000 425.00| 85.00000 425.00| 75.00000 375.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 44.00000 88.00| 42.00000 84.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0048 802-03706 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 500.00000 500.00 SIGN PANEL, INSTALL | | | 0049 802-05701 4.000 m | 33.00000 132.00| 34.00000 136.00| 34.00000 136.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76045 0.810 m2 | 220.00000 178.20| 195.00000 157.95| 210.00000 170.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0051 808-06713 780.000 m | 0.42000 327.60| 0.40000 312.00| 1.00000 780.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-75245 780.000 m | 1.20000 936.00| 1.20000 936.00| 1.60000 1248.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75297 6.500 m | 15.75000 102.38| 15.75000 102.38| 10.00000 65.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 213-52830 178.000 m3 | 100.00000 17800.00| 70.00000 12460.00| 73.00000 12994.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 455,578.18| $ 467,000.00| $ 493,993.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 455,578.18| $ 467,000.00| $ 493,993.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1151771 |(11) 35-0999231 | |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANSE IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 2500.00000 15000.00| 1407.93000 8447.58| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14400.00000 14400.00| 15571.15000 15571.15| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 31645.00000 31645.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 59678.10000 59678.10| CLEARING RIGHT OF WAY | | | 0005 202-60820 267.000 m2 | 8.00000 2136.00| 9.25000 2469.75| SURFACE MILLING, ASPHALT | | | 0006 203-02000 3735.000 m3 | 10.00000 37350.00| 30.16000 112647.60| EXCAVATION, COMMON | | | 0007 203-02070 3722.000 m3 | 20.00000 74440.00| 20.12000 74886.64| BORROW | | | 0008 203-02070 1568.000 m3 | 28.65000 44923.20| 36.27000 56871.36| BORROW WITH WATER RETENTION GEL | | | 0009 205-02224 225.000 m | 6.00000 1350.00| 6.31000 1419.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 199.000 m | 9.00000 1791.00| 9.38000 1866.62| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 207-02045 1100.000 m3 | 18.35000 20185.00| 10.33000 11363.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 28.000 m3 | 11.50000 322.00| 56.50000 1582.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52309 425.000 Mg | 20.75000 8818.75| 25.45000 10816.25| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 303-98541 163.000 Mg | 36.43000 5938.09| 37.91000 6179.33| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0015 402-05468 1431.000 Mg | 36.22000 51830.82| 40.35000 57740.85| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 482.000 Mg | 39.35000 18966.70| 41.49000 19998.18| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 190.000 Mg | 54.15000 10288.50| 51.71000 9824.90| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 249.000 Mg | 42.50000 10582.50| 50.58000 12594.42| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 43.000 Mg | 39.35000 1692.05| 55.12000 2370.16| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1151771 |(11) 35-0999231 | |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 995.000 m2 | 6.00000 5970.00| 4.55000 4527.25| SEAL COAT, 2 | | | 0021 405-05518 2974.000 m2 | 0.05000 148.70| 0.57000 1695.18| ASPHALT FOR PRIME COAT | | | 0022 406-05521 9445.000 m2 | 0.02000 188.90| 0.06000 566.70| ASPHALT FOR TACK COAT | | | 0023 610-05527 163.000 Mg | 62.55000 10195.65| 66.49000 10837.87| HMA FOR APPROACHES | | | 0024 611-06497 2.000 EACH| 132.00000 264.00| 142.07000 284.14| MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 3.000 EACH| 158.40000 475.20| 170.49000 511.47| MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 20.000 EACH| 121.40000 2428.00| 130.71000 2614.20| RIGHT OF WAY MARKER | | | 0027 615-06505 9.000 EACH| 554.35000 4989.15| 596.70000 5370.30| MONUMENT, B | | | 0028 616-02320 834.000 m2 | 4.25000 3544.50| 3.79000 3160.86| GEOTEXTILES | | | 0029 616-06405 14.000 Mg | 26.50000 371.00| 59.47000 832.58| RIPRAP, REVETMENT | | | 0030 616-06451 480.000 Mg | 31.50000 15120.00| 27.98000 13430.40| RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 422.35000 844.70| 454.63000 909.26| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06567 95.000 kL | 1.05000 99.75| 1.14000 108.30| WATER | | | 0033 621-06575 5225.000 m2 | 4.70000 24557.50| 3.64000 19019.00| SODDING, NURSERY | | | 0034 715-02628 12.000 EACH| 383.00000 4596.00| 506.94000 6083.28| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 715-03475 2.000 EACH| 303.00000 606.00| 518.50000 1037.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0036 715-03584 2.000 EACH| 418.00000 836.00| 565.68000 1131.36| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0037 715-04798 2.000 EACH| 477.00000 954.00| 615.80000 1231.60| SAFETY METAL END SECTION, 4:1, 525 mm | | | 0038 715-05119 11.000 m | 109.00000 1199.00| 130.64000 1437.04| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-05121 25.000 m | 97.00000 2425.00| 116.06000 2901.50| PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 141 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,660.40 ROUTE : SR 44 CALL ORDER : 141 CONTRACT ID : R -25126-A COUNTIES : MORGAN LETTING DATE : 12/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1151771 |(11) 35-0999231 | |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05122 37.000 m | 123.00000 4551.00| 127.74000 4726.38| PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0041 715-05169 79.500 m | 80.00000 6360.00| 115.33000 9168.74| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 801-04308 2.000 EACH| 132.00000 264.00| 142.07000 284.14| ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06606 6.000 EACH| 100.00000 600.00| 107.98000 647.88| BARRICADE, IIIB | | | 0044 801-06625 10.000 EACH| 100.00000 1000.00| 107.98000 1079.80| DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH| 84.50000 422.50| 90.93000 454.65| CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 42.25000 84.50| 45.46000 90.92| CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 15555.00000 15555.00| 30539.01000 30539.01| MAINTAINING TRAFFIC | | | 0048 802-03706 1.000 EACH| 0.30000 0.30| 284.15000 284.15| SIGN PANEL, INSTALL | | | 0049 802-05701 4.000 m | 67.00000 268.00| 38.64000 154.56| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76045 0.810 m2 | 179.00000 144.99| 244.36000 197.93| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0051 808-06713 780.000 m | 0.41000 319.80| 0.44000 343.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-75245 780.000 m | 1.21000 943.80| 1.31000 1021.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75297 6.500 m | 15.84000 102.96| 17.05000 110.83| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 213-52830 178.000 m3 | 67.00000 11926.00| 86.92000 15471.76| FLOWABLE MORTAR | | | SECTION TOTALS | $ 503,370.51| $ 640,237.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,370.51| $ 640,237.68| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801156 0801156 0801156 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 23,150,719.00 100.0000% 2 99-9992907 RIETH RILEY/SUPERIOR J/V $ 25,756,471.18 111.2555% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-01925 24.000 MOS | 1750.00000 42000.00| 1791.89000 43005.36| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 282000.26000 282000.26| 464000.00000 464000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1140000.00000 1140000.00| 1290610.00000 1290610.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 228000.00000 228000.00| 250000.00000 250000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 107937.000 SYS | 5.25000 566669.25| 6.35000 685399.95| PAVEMENT, REMOVE | | | 0006 202-02241 1483.000 LFT | 6.00000 8898.00| 5.26000 7800.58| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 90000.00000 90000.00| 140000.00000 140000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0008 202-51328 LUMP| 400000.00000 400000.00| 400000.00000 400000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0009 202-51368 1190.000 SYS | 8.00000 9520.00| 20.00000 23800.00| SLOPEWALL, REMOVE | | | 0010 202-51822 6582.000 SYS | 5.00000 32910.00| 10.00000 65820.00| BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-74085 2.000 EACH| 1800.00000 3600.00| 1894.00000 3788.00| OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0012 202-82066 2.000 EACH| 200.00000 400.00| 210.00000 420.00| SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-82069 LUMP| 2500.00000 2500.00| 2630.00000 2630.00| UNDERPASS CIRCUITRY, REMOVE | | | 0014 202-90090 408.000 SFT | 44.54000 18172.32| 50.00000 20400.00| CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0015 202-94954 12367.000 LFT | 12.00000 148404.00| 18.10000 223842.70| BARRIER WALL, CONCRETE, REMOVE | | | 0016 203-02000 108843.000 CYS | 9.00000 979587.00| 11.85000 1289789.55| EXCAVATION, COMMON | | | 0017 203-02045 3751.000 CYS | 4.00000 15004.00| 8.15000 30570.65| EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-51223 5040.000 CYS | 10.00000 50400.00| 20.00000 100800.00| EXCAVATION, WATERWAY | | | 0019 205-02229 127.000 LFT | 5.50000 698.50| 5.80000 736.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02234 3.000 EACH| 60.00000 180.00| 63.15000 189.45| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 3.000 EACH| 60.00000 180.00| 63.15000 189.45| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 206-51220 775.000 CYS | 25.00000 19375.00| 65.00000 50375.00| EXCAVATION, WET | | | 0023 206-51225 427.000 CYS | 25.00000 10675.00| 20.00000 8540.00| EXCAVATION, DRY | | | 0024 211-02050 1985.000 CYS | 1.00000 1985.00| 0.01000 19.85| B BORROW | | | 0025 211-02060 3835.000 CYS | 12.25000 46978.75| 0.01000 38.35| B BORROW FOR STRUCTURE BACKFILL | | | 0026 211-06467 124.000 CYS | 62.62000 7764.88| 36.00000 4464.00| AGGREGATE FOR END BENT BACKFILL | | | 0027 303-52308 110516.000 TON | 9.00000 994644.00| 12.14000 1341664.24| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0028 303-52309 173.000 TON | 17.50000 3027.50| 33.63000 5817.99| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0030 304-06464 34641.000 CYS | 45.00000 1558845.00| 28.32000 981033.12| SUBBASE FOR PCCP | | | 0031 501-06266 LUMP| 1640.85000 1640.85| 7747.00000 7747.00| PROFILOGRAPH, PCCP | | | 0032 501-06322 9681.000 SYS | 30.00000 290430.00| 33.55000 324797.55| QC/QA PCCP, 11 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 501-06324 37673.000 SYS | 32.00000 1205536.00| 34.54000 1301225.42| QC/QA PCCP, 13 IN. | | | 0034 501-06326 123672.000 SYS | 34.00000 4204848.00| 33.63000 4159089.36| QC/QA PCCP, 15 IN. | | | 0035 503-03489 5289.000 EACH| 14.00000 74046.00| 8.56000 45273.84| RETROFITTED TIE BARS | | | 0036 503-05240 85513.000 LFT | 6.20000 530180.60| 10.39000 888480.07| D-1 CONTRACTION JOINT | | | 0037 503-05310 751.000 LFT | 92.87000 69745.37| 76.75000 57639.25| TERMINAL JOINT | | | 0038 601-04746 8.000 EACH| 9330.00000 74640.00| 10310.00000 82480.00| ENERGY ABSORBING TERMINAL, CZ | | | 0039 602-01598 10476.000 LFT | 38.43000 402592.68| 37.69000 394840.44| BARRIER, MEDIAN, CONCRETE, 46 IN. | | | 0040 602-06032 2466.000 LFT | 28.49000 70256.34| 25.88000 63820.08| BARRIER, MEDIAN, CONCRETE | | | 0041 602-06639 6527.000 LFT | 12.30000 80282.10| 23.22000 151556.94| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 31836.000 LFT | 14.30000 455254.80| 26.43000 841425.48| TEMPORARY CONCRETE BARRIER | | | 0043 602-06729 942.000 EACH| 4.25000 4003.50| 3.99000 3758.58| BARRIER DELINEATOR | | | 0044 604-04927 735.000 LFT | 115.00000 84525.00| 50.00000 36750.00| CONCRETE BARRIE, TYPE VI | | | 0045 604-04927 245.000 LFT | 225.00000 55125.00| 100.00000 24500.00| CONCRETE BARRIER, TYPE I | | | 0046 607-06335 200.000 LFT | 29.00000 5800.00| 42.28000 8456.00| PAVED SIDE DITCH, A | | | 0047 610-05527 4466.000 TON | 40.00000 178640.00| 31.88000 142376.08| HMA FOR APPROACHES | | | 0049 610-06263 2232.000 SYS | 65.00000 145080.00| 70.00000 156240.00| REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0050 611-52817 3.000 EACH| 5800.00000 17400.00| 18902.00000 56706.00| TEMPORARY CROSSOVER, B | | | 0051 611-91761 2.000 EACH| 45000.00000 90000.00| 24950.00000 49900.00| TEMPORARY CROSSOVER, A | | | 0052 616-02320 1723.000 SYS | 1.15000 1981.45| 2.00000 3446.00| GEOTEXTILES | | | 0053 616-06405 1430.000 TON | 30.00000 42900.00| 20.05000 28671.50| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 617-99171 236.000 LFT | 28.00000 6608.00| 31.35000 7398.60| REPLACEMENT OF SEAL FOR EXPANSION JOINT,| | | SS | | | 0055 621-01004 2.000 EACH| 950.00000 1900.00| 1000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.000 TON | 785.00000 785.00| 826.00000 826.00| FERTILIZER | | | 0057 621-06548 3.000 LBS | 28.00000 84.00| 29.50000 88.50| SEED MIXTURE, CV | | | 0058 621-06554 165.000 LBS | 7.35000 1212.75| 7.75000 1278.75| SEED MIXTURE, U | | | 0059 621-06565 3.000 TON | 8.65000 25.95| 910.00000 2730.00| MULCHING MATERIAL | | | 0060 621-06567 16.000 MG | 2.00000 32.00| 2.10000 33.60| WATER | | | 0061 621-06574 3903.000 SYS | 4.00000 15612.00| 4.25000 16587.75| SODDING | | | 0062 701-01849 1600.000 LFT | 30.00000 48000.00| 28.52000 45632.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0063 701-06011 6.000 EACH| 1725.00000 10350.00| 1881.00000 11286.00| DYNAMIC PILE LOAD TEST | | | 0064 701-06012 6.000 EACH| 4100.00000 24600.00| 1881.00000 11286.00| TEST PILE, RESTRIKE | | | 0065 701-06027 6.000 EACH| 11800.00000 70800.00| 2916.00000 17496.00| TEST PILE | | | 0066 701-96089 4280.000 LFT | 29.00000 124120.00| 28.51000 122022.80| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0067 701-98647 11730.000 LFT | 21.00000 246330.00| 24.24000 284335.20| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0068 702-51005 838.500 CYS | 600.00000 503100.00| 600.00000 503100.00| CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 327.200 CYS | 400.00000 130880.00| 600.00000 196320.00| CONCRETE, B, FOOTINGS | | | 0070 702-51110 2694.000 LBS | 5.20000 14008.80| 5.00000 13470.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 702-51863 1625.000 EACH| 9.00000 14625.00| 12.50000 20312.50| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 702-90915 2011.200 CYS | 170.00000 341904.00| 236.00000 474643.20| CONCRETE, A | | | 0073 703-51030 201359.000 LBS | 0.60000 120815.40| 0.85000 171155.15| REINFORCING STEEL | | | 0074 703-51032 557955.000 LBS | 0.70000 390568.50| 0.85000 474261.75| REINFORCING STEEL, EPOXY COATED | | | 0075 704-05892 1740.300 CYS | 650.00000 1131195.00| 600.00000 1044180.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0076 704-51002 392.500 CYS | 650.00000 255125.00| 600.00000 235500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0077 706-51020 316.800 CYS | 490.00000 155232.00| 500.00000 158400.00| CONCRETE, C, RAILING | | | 0078 709-51821 LUMP| 3988.90000 3988.90| 4000.00000 4000.00| SURFACE SEAL , STR. NO. 1 | | | 0079 709-51821 LUMP| 15561.00000 15561.00| 15560.00000 15560.00| SURFACE SEAL , STR. NO. 2 | | | 0080 709-51821 LUMP| 16711.20000 16711.20| 16700.00000 16700.00| SURFACE SEAL , STR. NO. 3 | | | 0081 711-04121 168.000 EACH| 39.36000 6612.48| 25.00000 4200.00| ANCHOR BOLT, AB1 | | | 0082 711-51038 LUMP| 900000.00000 900000.00| 1050000.00000 1050000.00| STRUCTURAL STEEL , STR. NO. 2 | | | 0083 711-51038 LUMP| 825000.00000 825000.00| 990000.00000 990000.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0084 711-51070 88.000 EACH| 55.00000 4840.00| 58.25000 5126.00| ANCHOR PLATE, AP 1 | | | 0085 711-51090 652.000 LBS | 20.00000 13040.00| 2.00000 1304.00| PLATES, BRONZE | | | 0086 712-04784 36.000 EACH| 100.00000 3600.00| 104.00000 3744.00| STRUCTURE , CLEAN | | | 0087 715-05048 40330.000 LFT | 4.00000 161320.00| 3.35000 135105.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0088 715-05053 541.000 LFT | 20.00000 10820.00| 17.30000 9359.30| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0089 715-05149 1623.000 LFT | 14.00000 22722.00| 31.85000 51692.55| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0090 715-05151 1830.000 LFT | 18.00000 32940.00| 34.25000 62677.50| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0091 715-05152 437.000 LFT | 26.00000 11362.00| 37.00000 16169.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0092 715-05156 27.000 LFT | 40.00000 1080.00| 59.00000 1593.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05407 314.000 LFT | 10.00000 3140.00| 10.00000 3140.00| PIPE, END BENT DRAIN, 6 IN. | | | 0094 715-46000 1.000 EACH| 165.00000 165.00| 500.00000 500.00| PIPE END SECTION, 12 IN. | | | 0095 715-46005 4.000 EACH| 175.00000 700.00| 530.00000 2120.00| PIPE END SECTION, 15 IN. | | | 0096 715-46010 3.000 EACH| 190.00000 570.00| 800.00000 2400.00| PIPE END SECTION, 18 IN. | | | 0097 715-46030 1.000 EACH| 365.00000 365.00| 1165.00000 1165.00| PIPE END SECTION, 30 IN. | | | 0098 715-95092 672.000 LFT | 110.00000 73920.00| 59.00000 39648.00| SLOTTED DRAIN, 12 IN. | | | 0099 716-92460 62.000 LFT | 275.00000 17050.00| 205.00000 12710.00| PIPE, JACKED, 18 IN. | | | 0100 716-96215 234.000 LFT | 300.00000 70200.00| 205.00000 47970.00| PIPE, JACKED, 15 IN. | | | 0101 718-06528 6.000 EACH| 300.00000 1800.00| 635.00000 3810.00| OUTLET PROTECTOR, 1 | | | 0102 718-06531 2.000 EACH| 600.00000 1200.00| 575.00000 1150.00| OUTLET PROTECTOR, 3 | | | 0103 718-06532 6600.000 LFT | 0.50000 3300.00| 1.05000 6930.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0104 718-52610 3187.000 CYS | 24.50000 78081.50| 37.00000 117919.00| AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 31740.000 SYS | 0.60000 19044.00| 1.15000 36501.00| GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-45041 7.000 EACH| 3000.00000 21000.00| 3800.00000 26600.00| INLET, H5 | | | 0107 720-45075 1.000 EACH| 1650.00000 1650.00| 1900.00000 1900.00| INLET, R13 | | | 0108 720-45141 44.000 EACH| 3100.00000 136400.00| 3800.00000 167200.00| INLET, H5, MODIFIED | | | 0109 720-45410 1.000 EACH| 3000.00000 3000.00| 1565.00000 1565.00| MANHOLE, C4 | | | 0110 720-94906 19.000 EACH| 2100.00000 39900.00| 1735.00000 32965.00| INLET, X5 | | | 0111 720-96031 8.000 EACH| 2200.00000 17600.00| 1735.00000 13880.00| INLET, X5, MODIFIED | | | 0112 722-51842 6690.000 SYS | 49.00000 327810.00| 50.00000 334500.00| BRIDGE DECK OVERLAY | | | 0113 722-51846 44.000 CYS | 300.00000 13200.00| 300.00000 13200.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 722-51852 2962.000 SFT | 24.50000 72569.00| 20.00000 59240.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0115 722-60824 6582.000 SYS | 1.25000 8227.50| 2.00000 13164.00| SURFACE MILLING | | | 0116 724-51925 330.000 LFT | 75.00000 24750.00| 148.00000 48840.00| STRUCTURAL EXPANSION JOINT, SS | | | 0117 728-98377 LUMP| 3199.00000 3199.00| 3192.00000 3192.00| MASONRY COATING , STR. NO. 1 | | | 0118 728-98377 LUMP| 4098.50000 4098.50| 4100.00000 4100.00| MASONRY COATING , STR. NO. 2 | | | 0119 728-98377 LUMP| 2669.60000 2669.60| 2650.00000 2650.00| MASONRY COATING , STR. NO. 3 | | | 0120 731-93945 5649.000 SFT | 8.00000 45192.00| 23.00000 129927.00| FACE PANELS, CONCRETE | | | 0121 731-93946 5649.000 SFT | 20.00000 112980.00| 18.00000 101682.00| WALL ERECTION | | | 0122 731-93947 299.000 LFT | 40.00000 11960.00| 9.00000 2691.00| LEVELING PAD, CONCRETE | | | 0126 801-06640 67.000 EACH| 125.00000 8375.00| 131.50000 8810.50| CONSTRUCTION SIGN, A | | | 0127 801-06710 945.000 DAY | 14.00000 13230.00| 14.75000 13938.75| FLASHING ARROW SIGN | | | 0128 801-06775 LUMP| 151538.04000 151538.04| 597990.00000 597990.00| MAINTAINING TRAFFIC | | | 0129 802-02293 53.600 CYS | 350.00000 18760.00| 369.00000 19778.40| CONCRETE, SIGN FOUNDATION | | | 0130 802-04314 2.000 EACH| 750.00000 1500.00| 789.00000 1578.00| SIGN CIRCUIT INSTALLATION, TWIN | | | CANTILEVER, 6 LUMINAIRES | | | 0131 802-76015 1394.000 SFT | 14.50000 20213.00| 15.25000 21258.50| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0132 803-02310 1394.000 LBS | 1.50000 2091.00| 1.60000 2230.40| REINFORCING STEEL, SIGN FOUNDATION | | | 0133 803-76150 2.000 EACH| 12500.00000 25000.00| 13150.00000 26300.00| OVERHEAD SIGN STRUCTURE, TWINCANTILEVER,| | | DOUBLE ARM | | | 0134 803-76175 76.000 LFT | 130.00000 9880.00| 136.75000 10393.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0135 805-03391 24.000 WK | 4600.00000 110400.00| 1905.51000 45732.24| TRUCK, TOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 805-06592 440.000 LFT | 9.00000 3960.00| 10.55000 4642.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0137 805-86925 8.000 EACH| 25.00000 200.00| 26.30000 210.40| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0138 805-86930 6.000 EACH| 10.00000 60.00| 10.55000 63.30| INSULATING LINK, NOT WATERPROOFED | | | 0139 805-86935 8.000 EACH| 20.00000 160.00| 21.10000 168.80| INSULATING LINK, WATERPROOFED | | | 0140 805-98335 780.000 LFT | 3.50000 2730.00| 3.70000 2886.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0141 805-98336 160.000 LFT | 3.50000 560.00| 3.70000 592.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0142 807-06896 1.000 EACH| 2500.00000 2500.00| 2630.00000 2630.00| UNDERPASS CIRCUIT INSTALLATION, 16 | | | LUMINAIRES | | | 0143 807-86750 16.000 EACH| 455.00000 7280.00| 479.00000 7664.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0144 807-86790 12.000 EACH| 400.00000 4800.00| 421.00000 5052.00| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0145 807-86910 2.000 EACH| 25.00000 50.00| 26.30000 52.60| CONNECTOR KIT, UNFUSED | | | 0146 807-86915 4.000 EACH| 28.00000 112.00| 29.50000 118.00| CONNECTOR KIT, FUSED | | | 0147 807-86950 3.000 EACH| 25.00000 75.00| 26.30000 78.90| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0148 808-03631 36494.000 LFT | 0.64000 23356.16| 0.70000 25545.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0149 808-03632 44239.000 LFT | 0.64000 28312.96| 0.70000 30967.30| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0150 808-05534 14220.000 LFT | 1.28000 18201.60| 1.35000 19197.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0151 808-06716 71000.000 LFT | 0.25000 17750.00| 0.30000 21300.00| LINE, REMOVE | | | 0152 808-74811 23930.000 LFT | 0.80000 19144.00| 0.85000 20340.50| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-75998 1675.000 EACH| 21.00000 35175.00| 22.10000 37017.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 108-01614 LUMP| 9950.00000 9950.00| 10515.00000 10515.00| PARTNERING OVERHEAD | | | 0155 704-04850 925.000 SYS | 56.00000 51800.00| 70.00000 64750.00| CONCRETE , REINFORCED, BRIDGE APPROACH, | | | 13 IN. | | | 0156 202-51330 LUMP| 418167.05000 418167.05| 400000.00000 400000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0157 801-09133 3.000 EACH| 13000.00000 39000.00| 13675.00000 41025.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0158 801-06198 160.000 DAY | 600.00000 96000.00| 632.00000 101120.00| PATROLLER | | | 0161 801-03290 2.000 EACH| 1100.00000 2200.00| 1160.00000 2320.00| CONSTRUCTION SIGN, C | | | 0162 808-06713 11000.000 LFT | 0.10000 1100.00| 0.11000 1210.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0163 808-06714 13000.000 LFT | 0.10000 1300.00| 0.11000 1430.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0164 808-75001 7000.000 LFT | 0.12000 840.00| 0.13000 910.00| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0165 808-75008 4700.000 LFT | 0.20000 940.00| 0.21000 987.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0166 808-75072 2200.000 LFT | 0.65000 1430.00| 0.68000 1496.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0167 808-06368 2200.000 LFT | 1.80000 3960.00| 1.90000 4180.00| TRANSVERSE MARKING, REMOVE | | | 0168 808-74805 7395.000 LFT | 4.00000 29580.00| 4.75000 35126.25| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0169 808-75994 1200.000 EACH| 5.00000 6000.00| 6.65000 7980.00| PRISMATIC REFLECTOR | | | 0170 801-06207 280513.000 LFT | 0.77000 215995.01| 0.82000 230020.66| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0171 801-06469 400.000 LFT | 1.54000 616.00| 1.65000 660.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0172 801-06577 72.000 LFT | 4.75000 342.00| 5.00000 360.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,181,490.34 ROUTE : I-80 CALL ORDER : 151 CONTRACT ID : R -25128-A COUNTIES : LAKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 808-75996 1583.000 EACH| 1.65000 2611.95| 3.10000 4907.30| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0174 801-06614 2.000 EACH| 80000.00000 160000.00| 78890.00000 157780.00| DYNAMIC LANE MERGE SYSTEM | | | 0175 801-06615 2.000 EACH| 3500.00000 7000.00| 1790.00000 3580.00| DYNAMIC LANE MERGE SYSTEM, RELOCATE | | | 0176 501-04771 LUMP| 9295.00000 9295.00| 9620.00000 9620.00| CORING CONCRETE PAVEMENT | | | 0177 801-06209 36000.000 LFT | 1.85000 66600.00| 1.95000 70200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | SECTION TOTALS | $ 23,150,719.00| $ 25,756,471.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,150,719.00| $ 25,756,471.18| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/21/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : K320002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX, INC. $ 3,964,045.36 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 3,986,350.56 100.5626% 3 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 4,518,433.25 113.9854% ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1260.00000 15120.00| 1500.00000 18000.00| 1197.98000 14375.76 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 65000.00000 65000.00| 63000.00000 63000.00| 43562.82000 43562.82 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 198000.00000 198000.00| 109947.48000 109947.48| 225000.00000 225000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 85000.00000 85000.00| 51375.00000 51375.00| 90000.00000 90000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 1932.000 LFT | 2.05000 3960.60| 2.57250 4970.07| 2.12000 4095.84 GUARDRAIL, REMOVE | | | 0006 202-02245 9.000 EACH| 56.00000 504.00| 200.00000 1800.00| 100.19000 901.71 TREE, 6 IN., REMOVE | | | 0007 202-02250 3.000 EACH| 89.00000 267.00| 350.00000 1050.00| 122.34000 367.02 TREE, 10 IN., REMOVE | | | 0008 202-02255 20.000 EACH| 112.00000 2240.00| 450.00000 9000.00| 653.44000 13068.80 TREE, 18 IN., REMOVE | | | 0009 202-02260 2.000 EACH| 168.00000 336.00| 900.00000 1800.00| 1089.07000 2178.14 TREE, 30 IN., REMOVE | | | 0010 202-02265 1.000 EACH| 560.00000 560.00| 1000.00000 1000.00| 1306.88000 1306.88 TREE, 48 IN., REMOVE | | | 0011 202-60820 1611.000 SYS | 2.63000 4236.93| 4.00000 6444.00| 5.45000 8779.95 SURFACE MILLING, ASPHALT | | | 0012 202-91385 1.000 EACH| 340.00000 340.00| 346.50000 346.50| 339.70000 339.70 INLET, REMOVE | | | 0013 202-93047 1.000 EACH| 560.00000 560.00| 981.75000 981.75| 449.18000 449.18 MANHOLE, REMOVE | | | 0014 202-96035 200.000 LFT | 28.00000 5600.00| 15.00000 3000.00| 4.44000 888.00 CONCRETE WALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-96133 226.000 LFT | 13.00000 2938.00| 28.90000 6531.40| 9.24000 2088.24 PIPE, REMOVE | | | 0016 203-02000 44090.000 CYS | 4.60000 202814.00| 4.75000 209427.50| 10.97000 483667.30 EXCAVATION, COMMON | | | 0017 205-02224 2245.000 LFT | 1.73000 3883.85| 1.70000 3816.50| 1.80000 4041.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02231 73.800 LFT | 21.70000 1601.46| 10.00000 738.00| 7.67000 566.05 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02232 45.000 CYS | 11.20000 504.00| 8.00000 360.00| 29.04000 1306.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02236 2.000 EACH| 52.50000 105.00| 52.50000 105.00| 54.45000 108.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 75.000 EACH| 36.75000 2756.25| 36.75000 2756.25| 38.12000 2859.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-03371 30.000 CYS | 16.80000 504.00| 25.00000 750.00| 11.83000 354.90 SEDIMENT REMOVE | | | 0023 211-02050 9415.000 CYS | 14.10000 132751.50| 23.00000 216545.00| 15.63000 147156.45 B BORROW | | | 0024 211-02060 9736.000 CYS | 14.90000 145066.40| 18.37500 178899.00| 15.63000 152173.68 B BORROW FOR STRUCTURE BACKFILL | | | 0025 303-04075 117.000 TON | 12.88000 1506.96| 15.00000 1755.00| 13.84000 1619.28 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0026 303-52308 573.000 TON | 11.77000 6744.21| 19.65000 11259.45| 13.80000 7907.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 303-98541 474.000 TON | 11.77000 5578.98| 15.00000 7110.00| 13.82000 6550.68 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0028 401-05437 17970.000 TON | 37.80000 679266.00| 31.50000 566055.00| 39.21000 704603.70 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 5386.000 TON | 39.90000 214901.40| 35.50000 191203.00| 41.38000 222872.68 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 2657.000 TON | 52.50000 139492.50| 44.50000 118236.50| 54.45000 144673.65 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05470 10499.000 TON | 38.85000 407886.15| 35.25000 370089.75| 40.30000 423109.70 HMA BASE C25.0 mm, MAINLINE | | | 0032 402-05481 299.000 TON | 64.05000 19150.95| 41.75000 12483.25| 66.43000 19862.57 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 404-05511 1719.000 SYS | 5.52000 9488.88| 2.50000 4297.50| 0.76000 1306.44 SEAL COAT, 2 | | | 0034 405-05518 1719.000 SYS | 0.63000 1082.97| 1.15000 1976.85| 0.65000 1117.35 ASPHALT FOR PRIME COAT | | | 0035 406-05520 39.000 TON | 200.00000 7800.00| 390.00000 15210.00| 206.92000 8069.88 ASPHALT FOR TACK COAT | | | 0036 601-01128 4.000 EACH| 910.00000 3640.00| 1155.00000 4620.00| 942.05000 3768.20 GUARDRAIL TRANSITION TYPE WGB | | | 0037 601-01839 2.000 EACH| 1700.00000 3400.00| 1680.00000 3360.00| 1764.29000 3528.58 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0038 601-01846 2.000 EACH| 1700.00000 3400.00| 1680.00000 3360.00| 1764.29000 3528.58 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0039 601-94689 3.000 EACH| 3308.00000 9924.00| 3255.00000 9765.00| 3430.57000 10291.71 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 1719.000 LFT | 9.40000 16158.60| 10.25000 17619.75| 9.75000 16760.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99132 1.000 EACH| 105.00000 105.00| 105.00000 105.00| 108.91000 108.91 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0042 603-03692 185.500 LFT | 14.18000 2630.39| 12.90000 2392.95| 14.70000 2726.85 FENCE, WOOD | | | 0043 603-04847 2.000 EACH| 856.00000 1712.00| 1260.00000 2520.00| 887.59000 1775.18 FENCE GATE 72" X 30' | | | 0044 603-04847 1.000 EACH| 1225.00000 1225.00| 1050.00000 1050.00| 1268.77000 1268.77 FENCE GATE 72" x 25' | | | 0045 603-06040 2171.000 LFT | 4.78000 10377.38| 4.85000 10529.35| 4.96000 10768.16 FENCE, FARM FIELD, 47 IN. | | | 0046 603-92636 1115.000 LFT | 17.12000 19088.80| 20.90000 23303.50| 17.75000 19791.25 FENCE, CHAIN LINK, 72 IN. | | | 0047 604-06069 207.000 SYS | 24.41000 5052.87| 33.00000 6831.00| 28.07000 5810.49 CURB RAMP, CONCRETE | | | 0048 604-91531 990.000 SYS | 17.96000 17780.40| 24.00000 23760.00| 28.30000 28017.00 SIDEWALK, CONCRETE, 4 IN. | | | 0049 605-06155 10669.000 LFT | 8.14000 86845.66| 11.00000 117359.00| 7.87000 83965.03 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0050 610-05527 1432.000 TON | 65.33000 93552.56| 48.50000 69452.00| 67.76000 97032.32 HMA FOR APPROACHES | | | 0051 611-05330 3759.000 SYS | 36.75000 138143.25| 33.00000 124047.00| 28.56000 107357.04 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 611-06497 51.000 EACH| 115.00000 5865.00| 110.25000 5622.75| 113.26000 5776.26 MAILBOX ASSEMBLY, SINGLE | | | 0053 611-95289 272.000 SYS | 44.10000 11995.20| 45.00000 12240.00| 46.05000 12525.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 10 IN. | | | 0054 614-06482 428.000 SYS | 50.40000 21571.20| 60.00000 25680.00| 48.43000 20728.04 HEADER, CEMENT CONCRETE, D | | | 0055 615-06490 58.000 EACH| 105.00000 6090.00| 115.50000 6699.00| 106.73000 6190.34 RIGHT OF WAY MARKER | | | 0056 615-06505 9.000 EACH| 585.00000 5265.00| 446.25000 4016.25| 604.43000 5439.87 MONUMENT, B | | | 0057 615-06510 1.000 EACH| 245.00000 245.00| 341.25000 341.25| 250.49000 250.49 MONUMENT, C | | | 0058 615-06527 1.000 EACH| 457.00000 457.00| 341.25000 341.25| 473.75000 473.75 MONUMENT, SECTION CORNER | | | 0059 616-02305 4544.000 CYS | 80.85000 367382.40| 67.80000 308083.20| 84.09000 382104.96 GABIONS | | | 0060 616-02320 2276.000 SYS | 1.00000 2276.00| 1.00000 2276.00| 1.60000 3641.60 GEOTEXTILES | | | 0061 616-06396 937.000 TON | 19.32000 18102.84| 40.00000 37480.00| 19.31000 18093.47 RIPRAP | | | 0062 621-01004 2.000 EACH| 420.00000 840.00| 420.00000 840.00| 435.63000 871.26 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06560 5790.000 SYS | 0.63000 3647.70| 0.55000 3184.50| 0.57000 3300.30 MULCHED SEEDING, U | | | 0064 621-06567 56.000 MG | 2.10000 117.60| 2.10000 117.60| 2.18000 122.08 WATER | | | 0065 621-06575 13932.000 SYS | 2.73000 38034.36| 2.75000 38313.00| 2.61000 36362.52 SODDING, NURSERY | | | 0066 715-05048 12448.000 LFT | 2.60000 32364.80| 2.42000 30124.16| 2.40000 29875.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0068 715-05149 2482.000 LFT | 20.50000 50881.00| 28.90000 71729.80| 18.45000 45792.90 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0069 715-05151 852.000 LFT | 23.00000 19596.00| 30.60000 26071.20| 18.13000 15446.76 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0070 715-05152 809.000 LFT | 26.75000 21640.75| 32.35000 26171.15| 25.57000 20686.13 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0071 715-05161 2676.000 LFT | 65.50000 175278.00| 86.65000 231875.40| 112.74000 301692.24 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0072 715-05163 96.000 LFT | 112.00000 10752.00| 138.60000 13305.60| 158.36000 15202.56 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-44240 3.200 CYS | 550.00000 1760.00| 288.75000 924.00| 107.41000 343.71 CONCRETE, A, STRUCTURES | | | 0075 715-46000 1.000 EACH| 400.00000 400.00| 433.00000 433.00| 148.11000 148.11 PIPE END SECTION, 12 IN. | | | 0076 715-46010 2.000 EACH| 480.00000 960.00| 490.00000 980.00| 196.69000 393.38 PIPE END SECTION, 18 IN. | | | 0077 715-91361 54.000 LFT | 13.30000 718.20| 20.00000 1080.00| 10.89000 588.06 PIPE, PVC, 6 IN. | | | 0078 715-95092 108.000 LFT | 60.00000 6480.00| 75.00000 8100.00| 62.21000 6718.68 SLOTTED DRAIN, 12 IN. | | | 0079 717-31185 200.000 LFT | 172.00000 34400.00| 499.00000 99800.00| 306.01000 61202.00 PIPE ARCH, 0.109 IN., MIN. AREA 14.3 SQ.| | | FT. | | | 0080 718-52610 1125.000 CYS | 18.90000 21262.50| 27.00000 30375.00| 29.13000 32771.25 AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 12905.000 SYS | 0.65000 8388.25| 1.05000 13550.25| 1.47000 18970.35 GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-44000 7.000 EACH| 650.00000 4550.00| 250.00000 1750.00| 191.68000 1341.76 CASTING, ADJUST TO GRADE | | | 0083 720-45045 19.000 EACH| 950.00000 18050.00| 1247.40000 23700.60| 1073.12000 20389.28 INLET, J10 | | | 0084 720-45055 7.000 EACH| 1000.00000 7000.00| 1298.85000 9091.95| 1084.16000 7589.12 INLET, M10 | | | 0085 720-45250 5.000 EACH| 1070.00000 5350.00| 1432.20000 7161.00| 1297.46000 6487.30 CATCH BASIN, K10 | | | 0086 720-45251 12.000 EACH| 1115.00000 13380.00| 1501.50000 18018.00| 1304.60000 15655.20 CATCH BASIN, K10, MODIFIED | | | 0087 720-45275 1.000 EACH| 1200.00000 1200.00| 981.75000 981.75| 1047.29000 1047.29 PIPE CATCH BASIN, 24 IN. | | | 0088 720-45410 8.000 EACH| 1325.00000 10600.00| 1443.75000 11550.00| 1697.92000 13583.36 MANHOLE, C4 | | | 0089 720-93501 1.000 EACH| 5400.00000 5400.00| 7507.50000 7507.50| 6618.39000 6618.39 MANHOLE, L4 | | | 0090 720-94612 13.000 EACH| 3210.00000 41730.00| 4331.25000 56306.25| 3828.03000 49764.39 MANHOLE, K4 | | | 0091 720-95555 1.000 EACH| 5700.00000 5700.00| 8835.75000 8835.75| 9061.57000 9061.57 MANHOLE, M2 | | | 0092 720-98174 7.000 EACH| 1335.00000 9345.00| 1963.50000 13744.50| 1496.88000 10478.16 INLET, B15 | | | 0093 720-98555 3.000 EACH| 1365.00000 4095.00| 1963.50000 5890.50| 1500.38000 4501.14 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-99417 6.000 EACH| 1475.00000 8850.00| 2165.00000 12990.00| 1687.22000 10123.32 CATCH BASIN, C15 | | | 0095 801-04308 9.000 EACH| 260.00000 2340.00| 367.50000 3307.50| 266.82000 2401.38 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06606 18.000 EACH| 148.00000 2664.00| 168.00000 3024.00| 152.47000 2744.46 BARRICADE, IIIB | | | 0097 801-06625 32.000 EACH| 63.00000 2016.00| 89.25000 2856.00| 65.34000 2090.88 DETOUR ROUTE MARKER ASSEMBLY | | | 0098 801-06640 11.000 EACH| 105.00000 1155.00| 126.00000 1386.00| 107.82000 1186.02 CONSTRUCTION SIGN, A | | | 0099 801-06645 4.000 EACH| 32.00000 128.00| 42.00000 168.00| 32.67000 130.68 CONSTRUCTION SIGN, B | | | 0100 801-06775 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 11827.31000 11827.31 MAINTAINING TRAFFIC | | | 0101 802-02489 255.000 LFT | 11.50000 2932.50| 11.50000 2932.50| 11.92000 3039.60 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 217.500 SFT | 21.00000 4567.50| 21.00000 4567.50| 21.75000 4730.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0103 802-76035 68.200 SFT | 15.05000 1026.41| 14.95000 1019.59| 15.60000 1063.92 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0104 802-76045 85.500 SFT | 25.00000 2137.50| 24.70000 2111.85| 25.60000 2188.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0105 805-01842 15.000 EACH| 542.00000 8130.00| 541.00000 8115.00| 561.89000 8428.35 HANDHOLE, SIGNAL | | | 0106 805-06592 2235.000 LFT | 8.45000 18885.75| 8.45000 18885.75| 8.75000 19556.25 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0107 805-78100 2.000 EACH| 7020.00000 14040.00| 7020.00000 14040.00| 7278.80000 14557.60 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0108 805-78205 10.000 EACH| 360.00000 3600.00| 360.00000 3600.00| 373.55000 3735.50 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0109 805-78230 5.000 EACH| 600.00000 3000.00| 600.00000 3000.00| 621.21000 3106.05 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0110 805-78415 8.000 EACH| 1400.00000 11200.00| 1392.00000 11136.00| 1443.70000 11549.60 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 805-78420 8.000 EACH| 191.00000 1528.00| 190.00000 1520.00| 197.67000 1581.36 DISCONNECT HANGER | | | 0112 805-78445 2.000 EACH| 352.00000 704.00| 351.00000 702.00| 364.29000 728.58 SIGNAL SERVICE | | | 0113 805-78467 160.000 LFT | 1.28000 204.80| 1.25000 200.00| 1.33000 212.80 SIGNAL CABLE, 3C 8GA. | | | 0114 805-78470 5214.000 LFT | 0.56000 2919.84| 0.55000 2867.70| 0.58000 3024.12 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0115 805-78485 422.000 LFT | 0.82000 346.04| 0.82000 346.04| 0.85000 358.70 SIGNAL CABLE, 5C 14GA. | | | 0116 805-78490 1082.000 LFT | 0.93000 1006.26| 0.95000 1027.90| 0.97000 1049.54 SIGNAL CABLE, 7C 14GA. | | | 0117 805-78510 3325.000 LFT | 0.72000 2394.00| 0.75000 2493.75| 0.75000 2493.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0118 805-78785 14.000 EACH| 400.00000 5600.00| 400.00000 5600.00| 412.14000 5769.96 SIGNAL DETECTOR HOUSING | | | 0119 805-78795 1681.000 LFT | 6.55000 11010.55| 6.55000 11010.55| 6.80000 11430.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0120 805-78906 8.000 EACH| 1950.00000 15600.00| 1932.00000 15456.00| 2004.16000 16033.28 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 12 FT. | | | 0121 805-78925 2.000 EACH| 575.00000 1150.00| 571.00000 1142.00| 593.00000 1186.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0122 805-81032 8.000 EACH| 3100.00000 24800.00| 3030.00000 24240.00| 3143.60000 25148.80 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0123 805-92504 14.000 EACH| 221.00000 3094.00| 220.00000 3080.00| 228.32000 3196.48 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0124 808-06694 557.000 LFT | 0.89000 495.73| 0.68000 378.76| 0.92000 512.44 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0125 808-06701 2550.000 LFT | 0.28000 714.00| 0.27000 688.50| 0.29000 739.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0126 808-06703 921.000 LFT | 0.28000 257.88| 0.27000 248.67| 0.29000 267.09 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0127 808-06711 171.000 LFT | 0.53000 90.63| 0.19000 32.49| 0.55000 94.05 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0128 808-06713 1981.000 LFT | 0.53000 1049.93| 0.19000 376.39| 0.54000 1069.74 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0129 808-06714 143.000 LFT | 0.53000 75.79| 0.19000 27.17| 0.55000 78.65 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0130 808-75078 117.000 LFT | 1.31000 153.27| 1.05000 122.85| 1.36000 159.12 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,558,368.85 ROUTE : DIXON ROAD CALL ORDER : 161 CONTRACT ID : R -25140-A COUNTIES : HOWARD LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-0524595 |(3) 35-1136349 |GRADEX, INC. |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 808-75245 11851.000 LFT | 0.28000 3318.28| 0.27000 3199.77| 0.29000 3436.79 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0132 808-75278 469.000 LFT | 2.10000 984.90| 1.58000 741.02| 2.18000 1022.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0133 808-75297 345.000 LFT | 3.15000 1086.75| 3.15000 1086.75| 3.27000 1128.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75320 9.000 EACH| 48.00000 432.00| 47.25000 425.25| 49.01000 441.09 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0135 808-75325 9.000 EACH| 60.00000 540.00| 73.50000 661.50| 59.90000 539.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0136 808-75340 4.000 EACH| 289.00000 1156.00| 236.00000 944.00| 299.49000 1197.96 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0137 808-92027 2767.000 LFT | 1.05000 2905.35| 1.05000 2905.35| 1.09000 3016.03 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 3,964,045.36| $ 3,986,350.56| $ 4,518,433.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,964,045.36| $ 3,986,350.56| $ 4,518,433.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 421,218.81 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 433,576.04 102.9336% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 458,336.14 108.8118% 4 35-1139301 E & B PAVING, INC. $ 464,654.40 110.3118% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 479,418.73 113.8170% 6 35-1315965 FOX CONTRACTORS $ 510,061.80 121.0918% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 510,291.19 121.1463% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 529,379.35 125.6779% 9 35-1058755 BAKER & SCHULTZ, INC. $ 529,561.51 125.7212% 10 35-1817574 YARDBERRY LANDSCAPE $ 735,267.49 174.5571% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1912582 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1300.00000 7800.00| 1210.00000 7260.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 8000.00000 8000.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 21000.00000 21000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 8800.00000 8800.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1008.000 m2 | 8.00000 8064.00| 11.00000 11088.00| 6.00000 6048.00 PAVEMENT, REMOVE | | | 0006 202-02241 439.000 m | 8.70000 3819.30| 8.80000 3863.20| 8.00000 3512.00 GUARDRAIL, REMOVE | | | 0007 202-02270 1.000 EACH| 1200.00000 1200.00| 2200.00000 2200.00| 750.00000 750.00 TREE, 1520 mm, REMOVE | | | 0008 202-51330 LUMP| 8947.00000 8947.00| 8800.00000 8800.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 1 | | | 0009 202-51330 LUMP| 7647.00000 7647.00| 7700.00000 7700.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 2 | | | 0010 202-60820 400.300 m2 | 8.00000 3202.40| 8.80000 3522.64| 5.00000 2001.50 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1912582 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 203-02000 1532.500 m3 | 8.00000 12260.00| 13.20000 20229.00| 12.50000 19156.25 EXCAVATION, COMMON | | | 0012 203-02070 490.000 m3 | 2.00000 980.00| 13.20000 6468.00| 15.00000 7350.00 BORROW | | | 0013 203-51223 151.000 m3 | 16.00000 2416.00| 26.40000 3986.40| 15.00000 2265.00 EXCAVATION, WATERWAY | | | 0014 205-02224 366.000 m | 6.27000 2294.82| 5.83000 2133.78| 5.00000 1830.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 52.000 m | 8.76000 455.52| 10.45000 543.40| 10.00000 520.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 1.000 EACH| 102.00000 102.00| 66.00000 66.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51220 274.000 m3 | 133.48000 36573.52| 26.40000 7233.60| 55.00000 15070.00 EXCAVATION, WET | | | 0018 206-51225 361.000 m3 | 22.44000 8100.84| 19.80000 7147.80| 15.00000 5415.00 EXCAVATION, DRY | | | 0019 207-02045 979.000 m3 | 3.00000 2937.00| 8.80000 8615.20| 6.50000 6363.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02050 78.000 m3 | 40.00000 3120.00| 24.20000 1887.60| 24.00000 1872.00 B BORROW | | | 0021 211-02060 1.800 m3 | 100.00000 180.00| 24.20000 43.56| 24.00000 43.20 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 925.600 Mg | 15.25000 14115.40| 18.70000 17308.72| 17.00000 15735.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-94433 713.000 m3 | 36.82000 26252.66| 29.70000 21176.10| 24.00000 17112.00 AGGREGATE, 12 | | | 0024 402-05468 577.000 Mg | 45.20000 26080.40| 44.00000 25388.00| 45.00000 25965.00 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05477 128.000 Mg | 58.76000 7521.28| 57.20000 7321.60| 57.50000 7360.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 192.300 Mg | 53.11000 10213.05| 51.70000 9941.91| 52.50000 10095.75 HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 1068.000 m2 | 2.43000 2595.24| 2.42000 2584.56| 2.50000 2670.00 SEAL COAT, 2 | | | 0029 405-05518 1068.000 m2 | 0.67000 715.56| 0.66000 704.88| 0.65000 694.20 ASPHALT FOR PRIME COAT | | | 0030 406-05521 4019.000 m2 | 0.05000 200.95| 0.11000 442.09| 0.06000 241.14 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1912582 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 610-05527 12.200 Mg | 99.44000 1213.17| 96.80000 1180.96| 95.00000 1159.00 HMA FOR APPROACHES | | | 0032 615-06490 16.000 EACH| 136.00000 2176.00| 132.00000 2112.00| 120.00000 1920.00 RIGHT OF WAY MARKER | | | 0033 616-02320 505.000 m2 | 2.00000 1010.00| 2.20000 1111.00| 3.00000 1515.00 GEOTEXTILES | | | 0034 616-06405 516.000 Mg | 24.24000 12507.84| 24.20000 12487.20| 18.75000 9675.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 791.00000 1582.00| 495.00000 990.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 1463.000 m2 | 0.57000 833.91| 0.55000 804.65| 0.50000 731.50 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-01956 69.000 kg | 25.90000 1787.10| 17.60000 1214.40| 25.00000 1725.00 SEED MIXTURE, LEGUME, 1 | | | 0038 621-06548 1.500 kg | 56.00000 84.00| 34.10000 51.15| 35.00000 52.50 SEED MIXTURE, CV | | | 0039 621-06559 3235.000 m2 | 0.44000 1423.40| 0.55000 1779.25| 0.50000 1617.50 MULCHED SEEDING, R | | | 0040 621-06567 6.300 kL | 3.00000 18.90| 5.50000 34.65| 1.00000 6.30 WATER | | | 0041 621-06574 359.000 m2 | 9.80000 3518.20| 3.85000 1382.15| 7.50000 2692.50 SODDING | | | 0042 621-52448 8.000 EACH| 28.25000 226.00| 23.10000 184.80| 24.00000 192.00 SIGN, DO NOT SPRAY | | | 0043 622-98200 8.000 EACH| 28.25000 226.00| 23.10000 184.80| 24.00000 192.00 SIGN, DO NOT DISTURB | | | 0044 702-51005 47.300 m3 | 420.97000 19911.88| 330.00000 15609.00| 450.00000 21285.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 68.900 m3 | 398.20000 27435.98| 275.00000 18947.50| 380.00000 26182.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 6427.000 kg | 1.30000 8355.10| 1.32000 8483.64| 1.50000 9640.50 REINFORCING STEEL | | | 0047 714-06889 22.860 m | 2882.54000 65894.86| 3025.00000 69151.50| 3350.00000 76581.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 5500 mm X 2700 mm | | | 0048 714-26719 20.120 m | 1576.94000 31728.03| 1870.00000 37624.40| 1950.00000 39234.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0049 715-05171 18.500 m | 33.70000 623.45| 93.50000 1729.75| 60.00000 1110.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1912582 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 715-35000 60.000 m | 12.00000 720.00| 33.00000 1980.00| 25.00000 1500.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 715-35005 60.000 m | 14.60000 876.00| 36.30000 2178.00| 25.00000 1500.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 715-35010 60.000 m | 16.00000 960.00| 38.50000 2310.00| 35.00000 2100.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0053 715-46010 2.000 EACH| 219.00000 438.00| 385.00000 770.00| 370.00000 740.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 6.000 EACH| 96.00000 576.00| 93.50000 561.00| 120.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 16.000 EACH| 62.00000 992.00| 60.50000 968.00| 80.00000 1280.00 BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 62.00000 496.00| 60.50000 484.00| 90.00000 720.00 BARRICADE, IIIB | | | 0057 801-06625 18.000 EACH| 85.00000 1530.00| 82.50000 1485.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 62.00000 1240.00| 60.50000 1210.00| 80.00000 1600.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 200.00000 200.00| 7700.00000 7700.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0060 802-76055 34.000 m | 15.14000 514.76| 15.40000 523.60| 14.00000 476.00 SIGN POST, A | | | 0061 802-96915 LUMP| 400.00000 400.00| 550.00000 550.00| 250.00000 250.00 SIGN, RELOCATE | | | 0062 808-06712 95.000 m | 0.89000 84.55| 0.88000 83.60| 0.60000 57.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 760.000 m | 0.89000 676.40| 0.88000 668.80| 0.30000 228.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 300.000 m | 0.89000 267.00| 0.88000 264.00| 0.30000 90.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-75998 13.000 EACH| 85.00000 1105.00| 82.50000 1072.50| 100.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 402-05474 169.400 Mg | 54.27000 9193.34| 60.50000 10248.70| 59.00000 9994.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 421,218.81| $ 433,576.04| $ 458,336.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 421,218.81| $ 433,576.04| $ 458,336.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1315965 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1800.00000 10800.00| 1491.00000 8946.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 7615.00000 7615.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 21000.00000 21000.00| 14275.00000 14275.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 15994.00000 15994.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1008.000 m2 | 7.00000 7056.00| 12.60000 12700.80| 6.47000 6521.76 PAVEMENT, REMOVE | | | 0006 202-02241 439.000 m | 5.75000 2524.25| 10.00000 4390.00| 11.09000 4868.51 GUARDRAIL, REMOVE | | | 0007 202-02270 1.000 EACH| 1000.00000 1000.00| 5575.00000 5575.00| 2480.00000 2480.00 TREE, 1520 mm, REMOVE | | | 0008 202-51330 LUMP| 17000.00000 17000.00| 19000.00000 19000.00| 18635.00000 18635.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 1 | | | 0009 202-51330 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 12423.00000 12423.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 2 | | | 0010 202-60820 400.300 m2 | 10.00000 4003.00| 7.50000 3002.25| 10.35000 4143.11 SURFACE MILLING, ASPHALT | | | 0011 203-02000 1532.500 m3 | 8.00000 12260.00| 10.00000 15325.00| 28.47000 43630.28 EXCAVATION, COMMON | | | 0012 203-02070 490.000 m3 | 15.00000 7350.00| 17.00000 8330.00| 21.71000 10637.90 BORROW | | | 0013 203-51223 151.000 m3 | 10.00000 1510.00| 10.00000 1510.00| 23.91000 3610.41 EXCAVATION, WATERWAY | | | 0014 205-02224 366.000 m | 5.55000 2031.30| 5.75000 2104.50| 5.87000 2148.42 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 52.000 m | 7.75000 403.00| 8.25000 429.00| 8.20000 426.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 1.000 EACH| 90.00000 90.00| 95.00000 95.00| 95.00000 95.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51220 274.000 m3 | 10.00000 2740.00| 12.00000 3288.00| 21.06000 5770.44 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1315965 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51225 361.000 m3 | 6.00000 2166.00| 10.00000 3610.00| 15.98000 5768.78 EXCAVATION, DRY | | | 0019 207-02045 979.000 m3 | 12.50000 12237.50| 8.50000 8321.50| 12.18000 11924.22 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02050 78.000 m3 | 31.00000 2418.00| 22.00000 1716.00| 47.15000 3677.70 B BORROW | | | 0021 211-02060 1.800 m3 | 45.00000 81.00| 45.00000 81.00| 55.44000 99.79 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 925.600 Mg | 21.00000 19437.60| 15.50000 14346.80| 19.21000 17780.78 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-94433 713.000 m3 | 19.00000 13547.00| 49.00000 34937.00| 34.33000 24477.29 AGGREGATE, 12 | | | 0024 402-05468 577.000 Mg | 60.00000 34620.00| 40.00000 23080.00| 42.30000 24407.10 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05477 128.000 Mg | 85.00000 10880.00| 52.00000 6656.00| 54.99000 7038.72 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 192.300 Mg | 70.00000 13461.00| 47.00000 9038.10| 49.70000 9557.31 HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 1068.000 m2 | 4.00000 4272.00| 2.15000 2296.20| 2.27000 2424.36 SEAL COAT, 2 | | | 0029 405-05518 1068.000 m2 | 3.00000 3204.00| 0.60000 640.80| 0.63000 672.84 ASPHALT FOR PRIME COAT | | | 0030 406-05521 4019.000 m2 | 0.10000 401.90| 0.06000 241.14| 0.05000 200.95 ASPHALT FOR TACK COAT | | | 0031 610-05527 12.200 Mg | 100.00000 1220.00| 88.00000 1073.60| 93.07000 1135.45 HMA FOR APPROACHES | | | 0032 615-06490 16.000 EACH| 120.00000 1920.00| 127.00000 2032.00| 195.00000 3120.00 RIGHT OF WAY MARKER | | | 0033 616-02320 505.000 m2 | 4.00000 2020.00| 1.75000 883.75| 2.61000 1318.05 GEOTEXTILES | | | 0034 616-06405 516.000 Mg | 33.00000 17028.00| 20.00000 10320.00| 29.79000 15371.64 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 700.00000 1400.00| 725.00000 1450.00| 740.00000 1480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 1463.000 m2 | 0.50000 731.50| 0.56000 819.28| 0.53000 775.39 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-01956 69.000 kg | 22.92000 1581.48| 25.00000 1725.00| 24.25000 1673.25 SEED MIXTURE, LEGUME, 1 | | | 0038 621-06548 1.500 kg | 49.50000 74.25| 53.00000 79.50| 52.47000 78.71 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1315965 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06559 3235.000 m2 | 0.39000 1261.65| 0.42000 1358.70| 0.42000 1358.70 MULCHED SEEDING, R | | | 0040 621-06567 6.300 kL | 2.65000 16.70| 2.80000 17.64| 2.64000 16.63 WATER | | | 0041 621-06574 359.000 m2 | 8.68000 3116.12| 10.00000 3590.00| 9.19000 3299.21 SODDING | | | 0042 621-52448 8.000 EACH| 25.00000 200.00| 28.00000 224.00| 21.00000 168.00 SIGN, DO NOT SPRAY | | | 0043 622-98200 8.000 EACH| 25.00000 200.00| 28.00000 224.00| 21.00000 168.00 SIGN, DO NOT DISTURB | | | 0044 702-51005 47.300 m3 | 586.00000 27717.80| 975.00000 46117.50| 521.31000 24657.96 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 68.900 m3 | 375.00000 25837.50| 320.00000 22048.00| 307.60000 21193.64 CONCRETE, B, FOOTINGS | | | 0046 703-51030 6427.000 kg | 4.25000 27314.75| 1.45000 9319.15| 1.70000 10925.90 REINFORCING STEEL | | | 0047 714-06889 22.860 m | 2775.00000 63436.50| 2925.00000 66865.50| 3311.84000 75708.66 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 5500 mm X 2700 mm | | | 0048 714-26719 20.120 m | 1725.00000 34707.00| 2200.00000 44264.00| 2048.23000 41210.39 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0049 715-05171 18.500 m | 60.00000 1110.00| 75.00000 1387.50| 156.96000 2903.76 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0050 715-35000 60.000 m | 6.00000 360.00| 32.00000 1920.00| 44.09000 2645.40 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 715-35005 60.000 m | 6.00000 360.00| 35.00000 2100.00| 46.03000 2761.80 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 715-35010 60.000 m | 6.00000 360.00| 40.00000 2400.00| 51.87000 3112.20 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0053 715-46010 2.000 EACH| 505.00000 1010.00| 115.00000 230.00| 325.00000 650.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 6.000 EACH| 150.00000 900.00| 89.00000 534.00| 105.76000 634.56 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 16.000 EACH| 60.00000 960.00| 58.00000 928.00| 74.03000 1184.48 BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 70.00000 560.00| 58.00000 464.00| 84.61000 676.88 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1315965 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06625 18.000 EACH| 80.00000 1440.00| 79.00000 1422.00| 95.18000 1713.24 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 150.00000 3000.00| 59.00000 1180.00| 63.45000 1269.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 6170.00000 6170.00 MAINTAINING TRAFFIC | | | 0060 802-76055 34.000 m | 13.40000 455.60| 14.00000 476.00| 11.52000 391.68 SIGN POST, A | | | 0061 802-96915 LUMP| 100.00000 100.00| 200.00000 200.00| 627.91000 627.91 SIGN, RELOCATE | | | 0062 808-06712 95.000 m | 0.80000 76.00| 0.84000 79.80| 0.52000 49.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 760.000 m | 0.80000 608.00| 0.84000 638.40| 0.26000 197.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 300.000 m | 0.80000 240.00| 0.84000 252.00| 0.26000 78.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-75998 13.000 EACH| 60.00000 780.00| 79.00000 1027.00| 100.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 402-05474 169.400 Mg | 70.00000 11858.00| 54.63000 9254.32| 57.77000 9786.24 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 464,654.40| $ 479,418.73| $ 510,061.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,654.40| $ 479,418.73| $ 510,061.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0999231 |(9) 35-1058755 |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 800.00000 4800.00| 1200.00000 7200.00| 1350.00000 8100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 4400.00000 4400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25678.00000 25678.00| 26000.00000 26000.00| 23100.00000 23100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21769.58440 21769.58| 23000.00000 23000.00| 8210.00000 8210.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1008.000 m2 | 11.50000 11592.00| 15.00000 15120.00| 6.90000 6955.20 PAVEMENT, REMOVE | | | 0006 202-02241 439.000 m | 8.50000 3731.50| 9.00000 3951.00| 8.10000 3555.90 GUARDRAIL, REMOVE | | | 0007 202-02270 1.000 EACH| 2000.00000 2000.00| 10000.00000 10000.00| 2625.00000 2625.00 TREE, 1520 mm, REMOVE | | | 0008 202-51330 LUMP| 46730.00000 46730.00| 6500.00000 6500.00| 14336.00000 14336.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 1 | | | 0009 202-51330 LUMP| 12006.00000 12006.00| 5500.00000 5500.00| 9050.00000 9050.00 PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 2 | | | 0010 202-60820 400.300 m2 | 6.75000 2702.03| 6.00000 2401.80| 7.00000 2802.10 SURFACE MILLING, ASPHALT | | | 0011 203-02000 1532.500 m3 | 6.00000 9195.00| 20.00000 30650.00| 29.80000 45668.50 EXCAVATION, COMMON | | | 0012 203-02070 490.000 m3 | 16.50000 8085.00| 30.00000 14700.00| 23.10000 11319.00 BORROW | | | 0013 203-51223 151.000 m3 | 8.00000 1208.00| 30.00000 4530.00| 25.05000 3782.55 EXCAVATION, WATERWAY | | | 0014 205-02224 366.000 m | 6.00000 2196.00| 6.00000 2196.00| 5.85000 2141.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 52.000 m | 8.00000 416.00| 9.00000 468.00| 8.15000 423.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 94.50000 94.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51220 274.000 m3 | 100.00000 27400.00| 25.00000 6850.00| 40.00000 10960.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0999231 |(9) 35-1058755 |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51225 361.000 m3 | 15.00000 5415.00| 18.00000 6498.00| 20.80000 7508.80 EXCAVATION, DRY | | | 0019 207-02045 979.000 m3 | 8.00000 7832.00| 16.00000 15664.00| 13.75000 13461.25 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02050 78.000 m3 | 34.00000 2652.00| 38.00000 2964.00| 50.60000 3946.80 B BORROW | | | 0021 211-02060 1.800 m3 | 60.00000 108.00| 26.00000 46.80| 59.65000 107.37 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 925.600 Mg | 16.00000 14809.60| 19.00000 17586.40| 25.20000 23325.12 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-94433 713.000 m3 | 44.00000 31372.00| 42.00000 29946.00| 22.00000 15686.00 AGGREGATE, 12 | | | 0024 402-05468 577.000 Mg | 42.00000 24234.00| 45.00000 25965.00| 55.65000 32110.05 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05477 128.000 Mg | 53.50000 6848.00| 58.00000 7424.00| 63.00000 8064.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 192.300 Mg | 50.00000 9615.00| 52.00000 9999.60| 59.35000 11413.01 HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 1068.000 m2 | 2.30000 2456.40| 2.50000 2670.00| 5.70000 6087.60 SEAL COAT, 2 | | | 0029 405-05518 1068.000 m2 | 0.60000 640.80| 0.60000 640.80| 1.80000 1922.40 ASPHALT FOR PRIME COAT | | | 0030 406-05521 4019.000 m2 | 0.05000 200.95| 0.10000 401.90| 0.17000 683.23 ASPHALT FOR TACK COAT | | | 0031 610-05527 12.200 Mg | 90.00000 1098.00| 98.00000 1195.60| 69.30000 845.46 HMA FOR APPROACHES | | | 0032 615-06490 16.000 EACH| 120.00000 1920.00| 134.00000 2144.00| 126.00000 2016.00 RIGHT OF WAY MARKER | | | 0033 616-02320 505.000 m2 | 3.25000 1641.25| 2.00000 1010.00| 2.75000 1388.75 GEOTEXTILES | | | 0034 616-06405 516.000 Mg | 25.00000 12900.00| 28.00000 14448.00| 31.85000 16434.60 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 725.00000 1450.00| 785.00000 1570.00| 735.00000 1470.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 1463.000 m2 | 0.55000 804.65| 0.50000 731.50| 0.55000 804.65 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-01956 69.000 kg | 24.00000 1656.00| 26.00000 1794.00| 24.10000 1662.90 SEED MIXTURE, LEGUME, 1 | | | 0038 621-06548 1.500 kg | 50.00000 75.00| 55.00000 82.50| 52.00000 78.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0999231 |(9) 35-1058755 |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06559 3235.000 m2 | 0.42000 1358.70| 0.40000 1294.00| 0.42000 1358.70 MULCHED SEEDING, R | | | 0040 621-06567 6.300 kL | 2.75000 17.33| 2.65000 16.70| 2.65000 16.70 WATER | | | 0041 621-06574 359.000 m2 | 10.00000 3590.00| 9.00000 3231.00| 9.10000 3266.90 SODDING | | | 0042 621-52448 8.000 EACH| 25.00000 200.00| 22.00000 176.00| 26.25000 210.00 SIGN, DO NOT SPRAY | | | 0043 622-98200 8.000 EACH| 25.00000 200.00| 22.00000 176.00| 26.25000 210.00 SIGN, DO NOT DISTURB | | | 0044 702-51005 47.300 m3 | 850.00000 40205.00| 500.00000 23650.00| 545.00000 25778.50 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 68.900 m3 | 425.00000 29282.50| 425.00000 29282.50| 460.00000 31694.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 6427.000 kg | 1.50000 9640.50| 1.85000 11889.95| 1.30000 8355.10 REINFORCING STEEL | | | 0047 714-06889 22.860 m | 2800.00000 64008.00| 3200.00000 73152.00| 3527.00000 80627.22 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 5500 mm X 2700 mm | | | 0048 714-26719 20.120 m | 850.00000 17102.00| 1700.00000 34204.00| 1943.00000 39093.16 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0049 715-05171 18.500 m | 100.00000 1850.00| 85.00000 1572.50| 166.40000 3078.40 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0050 715-35000 60.000 m | 20.00000 1200.00| 50.00000 3000.00| 46.50000 2790.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 715-35005 60.000 m | 24.00000 1440.00| 50.00000 3000.00| 48.75000 2925.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 715-35010 60.000 m | 30.00000 1800.00| 50.00000 3000.00| 55.10000 3306.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0053 715-46010 2.000 EACH| 200.00000 400.00| 350.00000 700.00| 343.00000 686.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 6.000 EACH| 95.00000 570.00| 95.00000 570.00| 89.50000 537.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 16.000 EACH| 60.00000 960.00| 60.00000 960.00| 58.00000 928.00 BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 60.00000 480.00| 60.00000 480.00| 58.00000 464.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0999231 |(9) 35-1058755 |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06625 18.000 EACH| 80.00000 1440.00| 85.00000 1530.00| 79.00000 1422.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 58.00000 1160.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 6500.00000 6500.00| 6000.00000 6000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0060 802-76055 34.000 m | 13.50000 459.00| 16.00000 544.00| 14.10000 479.40 SIGN POST, A | | | 0061 802-96915 LUMP| 100.00000 100.00| 400.00000 400.00| 500.00000 500.00 SIGN, RELOCATE | | | 0062 808-06712 95.000 m | 0.80000 76.00| 0.80000 76.00| 0.84000 79.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 760.000 m | 0.80000 608.00| 0.80000 608.00| 0.84000 638.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 300.000 m | 0.80000 240.00| 0.80000 240.00| 0.84000 252.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-75998 13.000 EACH| 80.00000 1040.00| 75.00000 975.00| 79.00000 1027.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 402-05474 169.400 Mg | 56.00000 9486.40| 62.00000 10502.80| 59.85000 10138.59 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 510,291.19| $ 529,379.35| $ 529,561.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 510,291.19| $ 529,379.35| $ 529,561.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34000.00000 34000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1008.000 m2 | 6.75000 6804.00| | PAVEMENT, REMOVE | | | 0006 202-02241 439.000 m | 12.00000 5268.00| | GUARDRAIL, REMOVE | | | 0007 202-02270 1.000 EACH| 1500.00000 1500.00| | TREE, 1520 mm, REMOVE | | | 0008 202-51330 LUMP| 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 1 | | | 0009 202-51330 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE , LOCATION NO.| | | 2 | | | 0010 202-60820 400.300 m2 | 6.00000 2401.80| | SURFACE MILLING, ASPHALT | | | 0011 203-02000 1532.500 m3 | 22.00000 33715.00| | EXCAVATION, COMMON | | | 0012 203-02070 490.000 m3 | 21.00000 10290.00| | BORROW | | | 0013 203-51223 151.000 m3 | 25.00000 3775.00| | EXCAVATION, WATERWAY | | | 0014 205-02224 366.000 m | 7.00000 2562.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 52.000 m | 20.00000 1040.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 1.000 EACH| 250.00000 250.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 206-51220 274.000 m3 | 65.00000 17810.00| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51225 361.000 m3 | 20.00000 7220.00| | EXCAVATION, DRY | | | 0019 207-02045 979.000 m3 | 18.00000 17622.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02050 78.000 m3 | 45.00000 3510.00| | B BORROW | | | 0021 211-02060 1.800 m3 | 85.00000 153.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 925.600 Mg | 23.00000 21288.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-94433 713.000 m3 | 24.00000 17112.00| | AGGREGATE, 12 | | | 0024 402-05468 577.000 Mg | 59.00000 34043.00| | HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05477 128.000 Mg | 66.00000 8448.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 192.300 Mg | 63.00000 12114.90| | HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 1068.000 m2 | 6.20000 6621.60| | SEAL COAT, 2 | | | 0029 405-05518 1068.000 m2 | 2.20000 2349.60| | ASPHALT FOR PRIME COAT | | | 0030 406-05521 4019.000 m2 | 0.25000 1004.75| | ASPHALT FOR TACK COAT | | | 0031 610-05527 12.200 Mg | 73.00000 890.60| | HMA FOR APPROACHES | | | 0032 615-06490 16.000 EACH| 150.00000 2400.00| | RIGHT OF WAY MARKER | | | 0033 616-02320 505.000 m2 | 4.00000 2020.00| | GEOTEXTILES | | | 0034 616-06405 516.000 Mg | 35.00000 18060.00| | RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 1463.000 m2 | 1.20000 1755.60| | MULCHED SEEDING, LEGUME, 2 | | | 0037 621-01956 69.000 kg | 20.00000 1380.00| | SEED MIXTURE, LEGUME, 1 | | | 0038 621-06548 1.500 kg | 350.00000 525.00| | SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06559 3235.000 m2 | 1.00000 3235.00| | MULCHED SEEDING, R | | | 0040 621-06567 6.300 kL | 20.00000 126.00| | WATER | | | 0041 621-06574 359.000 m2 | 8.00000 2872.00| | SODDING | | | 0042 621-52448 8.000 EACH| 45.00000 360.00| | SIGN, DO NOT SPRAY | | | 0043 622-98200 8.000 EACH| 45.00000 360.00| | SIGN, DO NOT DISTURB | | | 0044 702-51005 47.300 m3 | 800.00000 37840.00| | CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 68.900 m3 | 600.00000 41340.00| | CONCRETE, B, FOOTINGS | | | 0046 703-51030 6427.000 kg | 1.85000 11889.95| | REINFORCING STEEL | | | 0047 714-06889 22.860 m | 5905.52000 135000.19| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 5500 mm X 2700 mm | | | 0048 714-26719 20.120 m | 5897.02000 118648.05| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0049 715-05171 18.500 m | 100.00000 1850.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0050 715-35000 60.000 m | 20.00000 1200.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 715-35005 60.000 m | 30.00000 1800.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 715-35010 60.000 m | 45.00000 2700.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0053 715-46010 2.000 EACH| 325.00000 650.00| | PIPE END SECTION, 450 mm | | | 0054 801-04308 6.000 EACH| 115.00000 690.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 16.000 EACH| 80.00000 1280.00| | BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 90.00000 720.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 181 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,189.65 ROUTE : 35 CALL ORDER : 181 CONTRACT ID : R -25188-A COUNTIES : RANDOLPH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06625 18.000 EACH| 100.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 70.00000 1400.00| | CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | 0060 802-76055 34.000 m | 45.00000 1530.00| | SIGN POST, A | | | 0061 802-96915 LUMP| 1500.00000 1500.00| | SIGN, RELOCATE | | | 0062 808-06712 95.000 m | 0.75000 71.25| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 760.000 m | 0.50000 380.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 300.000 m | 0.50000 150.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-75998 13.000 EACH| 120.00000 1560.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 402-05474 169.400 Mg | 66.00000 11180.40| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 735,267.49| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 735,267.49| | ====================================================================================================================================