INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,288,378.09 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,323,732.22 102.7440% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,412,420.88 109.6278% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 1,710,058.54 132.7295% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 9.000 MOS | 1115.00000 10035.00| 1250.00000 11250.00| 1500.00000 13500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 23580.00000 23580.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65950.00000 65950.00| 66100.00000 66100.00| 69000.00000 69000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 55210.00000 55210.00| 19800.00000 19800.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1656.000 m2 | 2.00000 3312.00| 6.81000 11277.36| 4.00000 6624.00 PAVEMENT, REMOVE | | | 0006 202-52710 259.000 m2 | 7.70000 1994.30| 5.83000 1509.97| 8.00000 2072.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-91840 162.000 m | 3.25000 526.50| 10.03000 1624.86| 3.25000 526.50 FENCE, CHAIN LINK, REMOVE | | | 0008 202-92431 200.000 Mg | 4.50000 900.00| 11.56000 2312.00| 12.00000 2400.00 RIPRAP, REMOVE | | | 0009 202-96035 25.400 m | 170.00000 4318.00| 335.89000 8531.61| 150.00000 3810.00 CONCRETE WALL, REMOVE , 1830 mm | | | 0010 202-96035 20.500 m | 45.00000 922.50| 68.82000 1410.81| 85.00000 1742.50 CONCRETE WALL, REMOVE , 460 mm | | | 0011 202-98370 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 150.00000 600.00 POLE, REMOVE | | | 0012 203-02000 370.000 m3 | 24.00000 8880.00| 24.14000 8931.80| 105.00000 38850.00 EXCAVATION, COMMON | | | 0013 203-51223 5.700 m3 | 46.00000 262.20| 25.75000 146.78| 70.00000 399.00 EXCAVATION, WATERWAY | | | 0014 205-02770 96.000 m2 | 15.00000 1440.00| 15.00000 1440.00| 15.00000 1440.00 EROSION CONTROL BLANKET , COCONUT W/ | | | SHORELINE SEED MIXTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02770 608.000 m2 | 13.05000 7934.40| 13.05000 7934.40| 13.05000 7934.40 EROSION CONTROL BLANKET , COCONUT W/ | | | SIDE SLOPE SEED MIXTURE | | | 0016 210-04181 2.000 EACH| 975.00000 1950.00| 750.00000 1500.00| 1200.00000 2400.00 BICYCLE RACK | | | 0017 210-06191 1.000 EACH| 4000.00000 4000.00| 3541.53000 3541.53| 890.00000 890.00 ENTRANCE NODE E IRRIGATION | | | 0018 210-06191 1.000 EACH| 3500.00000 3500.00| 3541.53000 3541.53| 1568.00000 1568.00 ENTRANCE NODE F IRRIGATION | | | 0019 211-02050 2190.000 m3 | 19.75000 43252.50| 18.17000 39792.30| 25.00000 54750.00 B BORROW | | | 0020 213-52830 54.100 m3 | 98.00000 5301.80| 73.67000 3985.55| 95.00000 5139.50 FLOWABLE MORTAR | | | 0021 303-52308 368.000 Mg | 39.50000 14536.00| 34.22000 12592.96| 33.32000 12261.76 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05474 26.300 Mg | 75.00000 1972.50| 50.00000 1315.00| 75.00000 1972.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 60.000 Mg | 70.00000 4200.00| 50.00000 3000.00| 70.00000 4200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05498 186.000 Mg | 60.00000 11160.00| 50.00000 9300.00| 60.00000 11160.00 HMA FOR PARKING AREA | | | 0027 604-01920 295.000 m2 | 77.50000 22862.50| 63.00000 18585.00| 75.00000 22125.00 CONCRETE PAVERS | | | 0028 604-01920 17.900 m2 | 260.00000 4654.00| 168.29000 3012.39| 200.00000 3580.00 CONCRETE PAVERS , CABLE CONCRETE | | | 0029 604-91531 2252.000 m2 | 34.55000 77806.60| 33.43000 75284.36| 25.00000 56300.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06120 249.700 m | 70.75000 17666.28| 58.34000 14567.50| 65.00000 16230.50 CURB, CONCRETE 150 mm | | | 0031 605-06125 9.750 m | 84.50000 823.88| 42.99000 419.15| 140.00000 1365.00 CURB, CONCRETE, MODIFIED | | | 0032 611-03671 4.000 EACH| 580.00000 2320.00| 1000.00000 4000.00| 745.00000 2980.00 TRASH RECEPTACLE | | | 0033 616-02320 317.500 m2 | 3.30000 1047.75| 2.15000 682.63| 3.50000 1111.25 GEOTEXTILES | | | 0034 616-02320 18.000 m2 | 3.25000 58.50| 2.16000 38.88| 5.50000 99.00 GEOTEXTILES UNDER RIPRAP | | | 0035 616-03976 26.000 m | 345.00000 8970.00| 345.00000 8970.00| 345.00000 8970.00 FIBER ROLL, 400 mm , 305 mm COIR ROLL, | | | VEGETATED | | | 0036 616-06451 1.630 Mg | 95.00000 154.85| 73.64000 120.03| 110.00000 179.30 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 616-51367 76.500 m2 | 60.50000 4628.25| 49.33000 3773.75| 55.00000 4207.50 SLOPEWALL, CONCRETE, 100 mm | | | 0038 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 7536.000 m2 | 0.62000 4672.32| 0.62000 4672.32| 0.62000 4672.32 MULCHED SEEDING, R | | | 0040 621-06570 824.000 m3 | 23.65000 19487.60| 24.96000 20567.04| 22.00000 18128.00 TOP SOIL | | | 0041 621-98038 30.000 m3 | 72.30000 2169.00| 72.30000 2169.00| 72.30000 2169.00 MULCH, HARDWOOD SHREDDED BARK | | | 0042 622-03948 1.000 EACH| 1050.00000 1050.00| 1599.08000 1599.08| 1090.00000 1090.00 PLANTER | | | 0043 622-05605 30.000 EACH| 50.00000 1500.00| 50.00000 1500.00| 50.00000 1500.00 PLANT, ANNUAL Mixed Flats | | | 0044 622-05617 23.000 EACH| 93.20000 2143.60| 93.20000 2143.60| 93.20000 2143.60 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 600 mm - Green Velvet | | | Boxwood (Buxus X. "Green | | | 0045 622-05630 93.000 EACH| 75.00000 6975.00| 74.40000 6919.20| 74.40000 6919.20 PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 450 TO 600 mm - Sebian Yew | | | (Taxus X. Media "Sebian") | | | 0046 622-05638 68.000 EACH| 52.80000 3590.40| 52.80000 3590.40| 52.80000 3590.40 PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | - Little Princess Spirea (Spirea J. "Lit| | | 0047 622-05639 43.000 EACH| 52.60000 2261.80| 52.60000 2261.80| 52.60000 2261.80 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm - Red Barberry (Berberis Thunbergi | | | "Atro | | | 0048 622-05647 7.000 EACH| 350.00000 2450.00| 347.95000 2435.65| 347.95000 2435.65 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 3000 mm - Heritage River Birch (Betula | | | N. "Cully | | | 0049 622-05649 32.000 EACH| 515.00000 16480.00| 515.15000 16484.80| 515.15000 16484.80 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm WHITE FLOWERING DOGWOOD, | | | (CORNUS FLORIDA) | | | 0050 622-05654 68.000 EACH| 25.00000 1700.00| 25.00000 1700.00| 25.00000 1700.00 PLANT, PERENNIAL - COMMON HOSTA (HOSTA) | | | 0051 701-01406 2.000 EACH| 5100.00000 10200.00| 3850.00000 7700.00| 2000.00000 4000.00 SAMPLING AND TESTING ANALYSIS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 701-06612 142.000 m | 242.00000 34364.00| 98.43000 13977.06| 275.00000 39050.00 PILE, STEEL H, EPOXY COATED, HP 310 X | | | 125 | | | 0053 701-51195 80.000 m | 108.25000 8660.00| 65.62000 5249.60| 200.00000 16000.00 PILE, STEEL H, HP 310 X 79 | | | 0054 701-91792 20.000 EACH| 75.00000 1500.00| 73.90000 1478.00| 125.00000 2500.00 PILE TIP, STEEL H , HP 310 X 125 | | | 0055 701-91792 8.000 EACH| 75.00000 600.00| 73.90000 591.20| 100.00000 800.00 PILE TIP, STEEL H , HP 310 X 79 | | | 0056 701-93633 220.000 m | 40.00000 8800.00| 65.62000 14436.40| 20.00000 4400.00 OVERSIZED PREDRILLED PILE HOLES | | | 0057 701-95782 198.000 m | 153.00000 30294.00| 82.02000 16239.96| 170.00000 33660.00 PILE, STEEL H, HP 310 X 125 | | | 0058 702-51005 24.900 m3 | 1000.00000 24900.00| 1791.43000 44606.61| 1000.00000 24900.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51863 142.000 EACH| 8.50000 1207.00| 8.41000 1194.22| 15.00000 2130.00 FIELD DRILLED HOLE IN CONCRETE | | | 0060 702-95246 7.000 m3 | 1000.00000 7000.00| 1634.42000 11440.94| 500.00000 3500.00 CONCRETE, B, STRUCTURES | | | 0061 703-51030 1695.300 kg | 2.13000 3610.99| 3.01000 5102.85| 1.50000 2542.95 REINFORCING STEEL | | | 0062 703-51032 3742.000 kg | 2.05000 7671.10| 3.19000 11936.98| 1.65000 6174.30 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 43.400 m3 | 600.00000 26040.00| 1846.01000 80116.83| 800.00000 34720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 708-51813 10.700 m2 | 855.00000 9148.50| 650.00000 6955.00| 350.00000 3745.00 PNEUMATICALLY PLACED MORTAR | | | 0065 708-51814 10.700 m2 | 128.00000 1369.60| 25.00000 267.50| 50.00000 535.00 WELDED STEEL WIRE FABRIC | | | 0066 709-51821 LUMP| 3500.00000 3500.00| 850.00000 850.00| 1200.00000 1200.00 SURFACE SEAL | | | 0067 711-51038 LUMP| 18600.00000 18600.00| 18784.03000 18784.03| 10000.00000 10000.00 STRUCTURAL STEEL | | | 0068 711-90932 135.000 m | 30.00000 4050.00| 30.00000 4050.00| 30.00000 4050.00 EDGING, STEEL | | | 0069 712-03812 6.000 EACH| 1200.00000 7200.00| 1000.00000 6000.00| 1450.00000 8700.00 BENCH | | | 0070 712-03826 1.000 EACH| 830.00000 830.00| 757.85000 757.85| 750.00000 750.00 BENCH, SEATING AND TABLE RELOCATION | | | 0071 712-03862 LUMP| 338344.87000 338344.87| 332359.38000 332359.38| 471200.00000 471200.00 PREFABRICATED BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-0918397 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05168 10.000 m | 64.00000 640.00| 165.79000 1657.90| 70.00000 700.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0073 720-44000 11.000 EACH| 260.00000 2860.00| 603.15000 6634.65| 625.00000 6875.00 CASTING, ADJUST TO GRADE | | | 0074 729-51875 5.000 m2 | 460.00000 2300.00| 650.00000 3250.00| 300.00000 1500.00 CONCRETE, A, PATCHING | | | 0075 801-06775 LUMP| 7500.00000 7500.00| 5193.07000 5193.07| 4300.00000 4300.00 MAINTAINING TRAFFIC | | | 0076 802-03896 8.000 EACH| 920.00000 7360.00| 920.00000 7360.00| 1250.00000 10000.00 BOLLARD ,PIPE, REMOVE | | | 0077 802-04314 5.000 EACH| 2500.00000 12500.00| 2500.00000 12500.00| 2700.00000 13500.00 SIGN , TRAIL INFORMATION | | | 0078 805-03083 1144.000 m | 17.50000 20020.00| 17.50000 20020.00| 21.00000 24024.00 CONDUIT, RIGID, P.V.C., 40 mm | | | 0079 805-06595 40.000 m | 21.30000 852.00| 21.30000 852.00| 29.00000 1160.00 CONDUIT, PVC, 50 mm | | | 0080 805-86810 2.000 EACH| 3850.00000 7700.00| 3850.00000 7700.00| 2900.00000 5800.00 SERVICE POINT, II | | | 0081 805-95568 40.000 m | 24.60000 984.00| 24.60000 984.00| 45.00000 1800.00 CONDUIT, PVC, 100 mm | | | 0082 807-04651 1200.000 m | 8.20000 9840.00| 8.20000 9840.00| 8.00000 9600.00 WIRE , 3 #2 GND, 1 #6 GND | | | 0083 807-04653 28.000 EACH| 420.00000 11760.00| 420.00000 11760.00| 450.00000 12600.00 LIGHTING FOUNDATION | | | 0084 807-04654 28.000 EACH| 2220.00000 62160.00| 2220.00000 62160.00| 1825.00000 51100.00 LIGHT POLE | | | 0085 807-04654 5.000 EACH| 1180.00000 5900.00| 1180.00000 5900.00| 1126.00000 5630.00 LIGHT POLE , ON BRIDGE | | | 0086 808-06703 341.000 m | 2.00000 682.00| 1.96000 668.36| 1.15000 392.15 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-97664 1.000 EACH| 95.00000 95.00| 95.00000 95.00| 75.00000 75.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0088 202-51328 LUMP| 20400.00000 20400.00| 102236.95000 102236.95| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0089 603-03829 186.000 m | 310.50000 57753.00| 217.10000 40380.60| 310.50000 57753.00 FENCE , METAL PICKET | | | 0090 603-03829 61.600 m | 420.00000 25872.00| 266.40000 16410.24| 420.00000 25872.00 FENCE , ORNAMENTAL, METAL PICKET | | | SECTION TOTALS | $ 1,288,378.09| $ 1,323,732.22| $ 1,412,420.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,288,378.09| $ 1,323,732.22| $ 1,412,420.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 9.000 MOS | 1745.04000 15705.36| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20561.47000 20561.47| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85809.26000 85809.26| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 38913.93000 38913.93| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1656.000 m2 | 13.66000 22620.96| | PAVEMENT, REMOVE | | | 0006 202-52710 259.000 m2 | 11.47000 2970.73| | SIDEWALK, CONCRETE, REMOVE | | | 0007 202-91840 162.000 m | 3.25000 526.50| | FENCE, CHAIN LINK, REMOVE | | | 0008 202-92431 200.000 Mg | 35.10000 7020.00| | RIPRAP, REMOVE | | | 0009 202-96035 25.400 m | 307.06000 7799.32| | CONCRETE WALL, REMOVE , 1830 mm | | | 0010 202-96035 20.500 m | 171.45000 3514.73| | CONCRETE WALL, REMOVE , 460 mm | | | 0011 202-98370 4.000 EACH| 150.00000 600.00| | POLE, REMOVE | | | 0012 203-02000 370.000 m3 | 49.84000 18440.80| | EXCAVATION, COMMON | | | 0013 203-51223 5.700 m3 | 275.41000 1569.84| | EXCAVATION, WATERWAY | | | 0014 205-02770 96.000 m2 | 15.00000 1440.00| | EROSION CONTROL BLANKET , COCONUT W/ | | | SHORELINE SEED MIXTURE | | | 0015 205-02770 608.000 m2 | 13.05000 7934.40| | EROSION CONTROL BLANKET , COCONUT W/ | | | SIDE SLOPE SEED MIXTURE | | | 0016 210-04181 2.000 EACH| 1155.51000 2311.02| | BICYCLE RACK | | | 0017 210-06191 1.000 EACH| 1720.00000 1720.00| | ENTRANCE NODE E IRRIGATION | | | 0018 210-06191 1.000 EACH| 1720.00000 1720.00| | ENTRANCE NODE F IRRIGATION | | | 0019 211-02050 2190.000 m3 | 23.46000 51377.40| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 213-52830 54.100 m3 | 173.06000 9362.55| | FLOWABLE MORTAR | | | 0021 303-52308 368.000 Mg | 49.60000 18252.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05474 26.300 Mg | 75.00000 1972.50| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 60.000 Mg | 75.00000 4500.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05498 186.000 Mg | 75.00000 13950.00| | HMA FOR PARKING AREA | | | 0027 604-01920 295.000 m2 | 119.81000 35343.95| | CONCRETE PAVERS | | | 0028 604-01920 17.900 m2 | 312.73000 5597.87| | CONCRETE PAVERS , CABLE CONCRETE | | | 0029 604-91531 2252.000 m2 | 43.49000 97939.48| | SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06120 249.700 m | 220.12000 54963.96| | CURB, CONCRETE 150 mm | | | 0031 605-06125 9.750 m | 1415.08000 13797.03| | CURB, CONCRETE, MODIFIED | | | 0032 611-03671 4.000 EACH| 939.25000 3757.00| | TRASH RECEPTACLE | | | 0033 616-02320 317.500 m2 | 9.79000 3108.33| | GEOTEXTILES | | | 0034 616-02320 18.000 m2 | 72.76000 1309.68| | GEOTEXTILES UNDER RIPRAP | | | 0035 616-03976 26.000 m | 345.00000 8970.00| | FIBER ROLL, 400 mm , 305 mm COIR ROLL, | | | VEGETATED | | | 0036 616-06451 1.630 Mg | 837.75000 1365.53| | RIPRAP, UNIFORM | | | 0037 616-51367 76.500 m2 | 174.24000 13329.36| | SLOPEWALL, CONCRETE, 100 mm | | | 0038 621-01004 2.000 EACH| 850.00000 1700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 7536.000 m2 | 0.62000 4672.32| | MULCHED SEEDING, R | | | 0040 621-06570 824.000 m3 | 21.61000 17806.64| | TOP SOIL | | | 0041 621-98038 30.000 m3 | 72.30000 2169.00| | MULCH, HARDWOOD SHREDDED BARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 622-03948 1.000 EACH| 1193.01000 1193.01| | PLANTER | | | 0043 622-05605 30.000 EACH| 50.00000 1500.00| | PLANT, ANNUAL Mixed Flats | | | 0044 622-05617 23.000 EACH| 93.20000 2143.60| | PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 600 mm - Green Velvet | | | Boxwood (Buxus X. "Green | | | 0045 622-05630 93.000 EACH| 74.40000 6919.20| | PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 450 TO 600 mm - Sebian Yew | | | (Taxus X. Media "Sebian") | | | 0046 622-05638 68.000 EACH| 52.80000 3590.40| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | - Little Princess Spirea (Spirea J. "Lit| | | 0047 622-05639 43.000 EACH| 52.60000 2261.80| | PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm - Red Barberry (Berberis Thunbergi | | | "Atro | | | 0048 622-05647 7.000 EACH| 347.95000 2435.65| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 3000 mm - Heritage River Birch (Betula | | | N. "Cully | | | 0049 622-05649 32.000 EACH| 515.15000 16484.80| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm WHITE FLOWERING DOGWOOD, | | | (CORNUS FLORIDA) | | | 0050 622-05654 68.000 EACH| 25.00000 1700.00| | PLANT, PERENNIAL - COMMON HOSTA (HOSTA) | | | 0051 701-01406 2.000 EACH| 3850.00000 7700.00| | SAMPLING AND TESTING ANALYSIS | | | 0052 701-06612 142.000 m | 255.00000 36210.00| | PILE, STEEL H, EPOXY COATED, HP 310 X | | | 125 | | | 0053 701-51195 80.000 m | 195.00000 15600.00| | PILE, STEEL H, HP 310 X 79 | | | 0054 701-91792 20.000 EACH| 130.00000 2600.00| | PILE TIP, STEEL H , HP 310 X 125 | | | 0055 701-91792 8.000 EACH| 125.00000 1000.00| | PILE TIP, STEEL H , HP 310 X 79 | | | 0056 701-93633 220.000 m | 655.00000 144100.00| | OVERSIZED PREDRILLED PILE HOLES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 701-95782 198.000 m | 225.00000 44550.00| | PILE, STEEL H, HP 310 X 125 | | | 0058 702-51005 24.900 m3 | 1200.00000 29880.00| | CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51863 142.000 EACH| 12.82000 1820.44| | FIELD DRILLED HOLE IN CONCRETE | | | 0060 702-95246 7.000 m3 | 2931.46000 20520.22| | CONCRETE, B, STRUCTURES | | | 0061 703-51030 1695.300 kg | 1.91000 3238.02| | REINFORCING STEEL | | | 0062 703-51032 3742.000 kg | 1.55000 5800.10| | REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 43.400 m3 | 1713.32000 74358.09| | CONCRETE, C, SUPERSTRUCTURE | | | 0064 708-51813 10.700 m2 | 600.00000 6420.00| | PNEUMATICALLY PLACED MORTAR | | | 0065 708-51814 10.700 m2 | 65.00000 695.50| | WELDED STEEL WIRE FABRIC | | | 0066 709-51821 LUMP| 1841.01000 1841.01| | SURFACE SEAL | | | 0067 711-51038 LUMP| 12800.00000 12800.00| | STRUCTURAL STEEL | | | 0068 711-90932 135.000 m | 30.00000 4050.00| | EDGING, STEEL | | | 0069 712-03812 6.000 EACH| 2041.87000 12251.22| | BENCH | | | 0070 712-03826 1.000 EACH| 1894.20000 1894.20| | BENCH, SEATING AND TABLE RELOCATION | | | 0071 712-03862 LUMP| 398500.00000 398500.00| | PREFABRICATED BRIDGE | | | 0072 715-05168 10.000 m | 210.08000 2100.80| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0073 720-44000 11.000 EACH| 579.09000 6369.99| | CASTING, ADJUST TO GRADE | | | 0074 729-51875 5.000 m2 | 989.14000 4945.70| | CONCRETE, A, PATCHING | | | 0075 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0076 802-03896 8.000 EACH| 1135.00000 9080.00| | BOLLARD ,PIPE, REMOVE | | | 0077 802-04314 5.000 EACH| 2700.00000 13500.00| | SIGN , TRAIL INFORMATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,342,754.77 ROUTE : CALL ORDER : 111 CONTRACT ID : R -23811-B COUNTIES : ST. JOSEPH LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-03083 1144.000 m | 21.00000 24024.00| | CONDUIT, RIGID, P.V.C., 40 mm | | | 0079 805-06595 40.000 m | 29.00000 1160.00| | CONDUIT, PVC, 50 mm | | | 0080 805-86810 2.000 EACH| 2900.00000 5800.00| | SERVICE POINT, II | | | 0081 805-95568 40.000 m | 45.00000 1800.00| | CONDUIT, PVC, 100 mm | | | 0082 807-04651 1200.000 m | 8.00000 9600.00| | WIRE , 3 #2 GND, 1 #6 GND | | | 0083 807-04653 28.000 EACH| 450.00000 12600.00| | LIGHTING FOUNDATION | | | 0084 807-04654 28.000 EACH| 1825.00000 51100.00| | LIGHT POLE | | | 0085 807-04654 5.000 EACH| 1126.00000 5630.00| | LIGHT POLE , ON BRIDGE | | | 0086 808-06703 341.000 m | 1.27000 433.07| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-97664 1.000 EACH| 59.00000 59.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0088 202-51328 LUMP| 6750.00000 6750.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0089 603-03829 186.000 m | 310.50000 57753.00| | FENCE , METAL PICKET | | | 0090 603-03829 61.600 m | 420.00000 25872.00| | FENCE , ORNAMENTAL, METAL PICKET | | | SECTION TOTALS | $ 1,710,058.54| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,710,058.54| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 67 CALL ORDER : 121 CONTRACT ID : R -24314-B COUNTIES : KNOX LETTING DATE : 08/15/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431023 0431023 0431023 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 8,880,067.67 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6333001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,688,428.03 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,849,313.88 104.3619% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 14.000 MOS | 1450.00000 20300.00| 1935.00000 27090.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 95000.00000 95000.00| 125000.00000 125000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 185000.00000 185000.00| 185000.00000 185000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 66500.00000 66500.00| 110000.00000 110000.00| CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 7000.00000 7000.00| 11000.00000 11000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60821 346.000 SYS | 9.00000 3114.00| 7.50000 2595.00| SURFACE MILLING, BITUMINOUS | | | 0007 203-02000 32120.000 CYS | 10.25000 329230.00| 12.00000 385440.00| EXCAVATION, COMMON | | | 0008 203-02070 4200.000 CYS | 6.50000 27300.00| 4.25000 17850.00| BORROW | | | 0009 205-02224 16504.000 LFT | 1.50000 24756.00| 1.65000 27231.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 2050.000 LFT | 14.00000 28700.00| 14.00000 28700.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 47.000 EACH| 60.00000 2820.00| 65.00000 3055.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 1.000 EACH| 59.00000 59.00| 65.00000 65.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 8.000 EACH| 5.00000 40.00| 5.50000 44.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 1942.000 CYS | 18.00000 34956.00| 21.00000 40782.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 25532.000 TON | 15.50000 395746.00| 17.00000 434044.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-05437 6600.000 TON | 37.55000 247830.00| 33.50000 221100.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 6937.000 TON | 38.85000 269502.45| 35.50000 246263.50| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 3799.000 TON | 39.40000 149680.60| 36.00000 136764.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 2406.000 TON | 41.95000 100931.70| 36.00000 86616.00| HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05483 2880.000 TON | 41.95000 120816.00| 35.00000 100800.00| HMA BASE C25.0 mm, SHOULDER | | | 0021 402-05490 262.000 TON | 64.50000 16899.00| 39.00000 10218.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0022 402-05495 8429.000 TON | 31.95000 269306.55| 36.00000 303444.00| HMA WEDGE AND LEVEL | | | 0023 404-05511 10098.000 SYS | 1.30000 13127.40| 1.50000 15147.00| SEAL COAT, 2 | | | 0024 406-05520 23.730 TON | 180.00000 4271.40| 181.00000 4295.13| ASPHALT FOR TACK COAT | | | 0025 601-01846 8.000 EACH| 1575.00000 12600.00| 1550.00000 12400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06037 12.000 EACH| 525.00000 6300.00| 550.00000 6600.00| GUARDRAIL END TREATMENT, I | | | 0027 601-91060 4.000 EACH| 158.00000 632.00| 155.00000 620.00| GUARD RAIL POST AND BRACKET, STEEL | | | 0028 601-99105 3324.500 LFT | 10.00000 33245.00| 10.25000 34076.13| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 603-04847 1.000 EACH| 960.00000 960.00| 950.00000 950.00| FENCE GATE , FARM FIELD, 47 IN. X 22 FT.| | | 0030 603-06040 15041.000 LFT | 4.05000 60916.05| 4.25000 63924.25| FENCE, FARM FIELD, 47 IN. | | | 0031 603-06045 130.000 LFT | 9.25000 1202.50| 9.25000 1202.50| FENCE, CHAIN LINK, 48 IN. | | | 0032 603-91340 1.000 EACH| 825.00000 825.00| 850.00000 850.00| FENCE GATE, FARM FIELD, 47 IN. X 20 FT. | | | 0033 603-95217 7.000 EACH| 1250.00000 8750.00| 1250.00000 8750.00| FENCE GATE, FARM FIELD, 47 IN. X 30 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-06070 10.000 SYS | 93.00000 930.00| 100.00000 1000.00| SIDEWALK, CONCRETE | | | 0035 604-44251 5.160 CYS | 470.00000 2425.20| 850.00000 4386.00| STEPS, CONCRETE | | | 0036 605-02042 1.000 EACH| 550.00000 550.00| 1000.00000 1000.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0037 605-06120 125.000 LFT | 21.00000 2625.00| 22.00000 2750.00| CURB, CONCRETE | | | 0038 605-06160 1833.000 LFT | 12.50000 22912.50| 12.00000 21996.00| CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0039 605-94811 1.000 EACH| 496.00000 496.00| 1000.00000 1000.00| CURB TURNOUT | | | 0040 607-06365 627.000 LFT | 75.00000 47025.00| 55.00000 34485.00| PAVED SIDE DITCH, G | | | 0041 608-04396 6.000 EACH| 360.00000 2160.00| 450.00000 2700.00| SHOULDER DRAIN | | | 0042 610-05527 1295.000 TON | 59.00000 76405.00| 56.00000 72520.00| HMA FOR APPROACHES | | | 0043 611-05330 261.000 SYS | 57.00000 14877.00| 45.00000 11745.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0044 611-06497 28.000 EACH| 110.00000 3080.00| 110.00000 3080.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 1.000 EACH| 160.00000 160.00| 160.00000 160.00| MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06505 16.000 EACH| 405.00000 6480.00| 425.00000 6800.00| MONUMENT, B | | | 0047 615-06527 1.000 EACH| 265.00000 265.00| 265.00000 265.00| MONUMENT, SECTION CORNER | | | 0048 616-02320 3003.000 SYS | 1.75000 5255.25| 1.10000 3303.30| GEOTEXTILES | | | 0049 616-06405 2258.000 TON | 20.00000 45160.00| 20.50000 46289.00| RIPRAP, REVETMENT | | | 0050 621-01004 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-01882 340.000 LBS | 3.00000 1020.00| 3.00000 1020.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0052 621-06545 6.300 TON | 600.00000 3780.00| 625.00000 3937.50| FERTILIZER | | | 0053 621-06548 10.000 LBS | 37.00000 370.00| 38.00000 380.00| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06553 2380.000 LBS | 2.75000 6545.00| 2.75000 6545.00| SEED MIXTURE, R | | | 0055 621-06565 36.500 TON | 470.00000 17155.00| 500.00000 18250.00| MULCHING MATERIAL | | | 0056 621-06567 61.510 MG | 2.05000 126.10| 3.00000 184.53| WATER | | | 0057 621-06574 15378.000 SYS | 3.15000 48440.70| 3.00000 46134.00| SODDING | | | 0058 702-90915 43.250 CYS | 500.00000 21625.00| 450.00000 19462.50| CONCRETE, A | | | 0059 703-51030 681.000 LBS | 2.00000 1362.00| 1.15000 783.15| REINFORCING STEEL | | | 0060 714-01366 90.000 LFT | 500.00000 45000.00| 350.00000 31500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0061 714-01634 92.000 LFT | 290.00000 26680.00| 240.00000 22080.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0062 714-03436 80.000 LFT | 1710.00000 136800.00| 1750.00000 140000.00| CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 16 FT. X 7 FT. | | | 0063 714-03437 1775.920 SFT | 33.00000 58605.36| 67.00000 118986.64| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0064 714-04733 40.000 LFT | 1700.00000 68000.00| 1900.00000 76000.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0065 714-26702 128.000 LFT | 260.00000 33280.00| 210.00000 26880.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0066 714-26708 78.000 LFT | 425.00000 33150.00| 250.00000 19500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0067 714-26724 74.000 LFT | 575.00000 42550.00| 475.00000 35150.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0068 714-91847 60.000 LFT | 285.00000 17100.00| 225.00000 13500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 5 FT. | | | 0069 714-93978 231.000 LFT | 200.00000 46200.00| 165.00000 38115.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-04482 2.000 EACH| 1675.00000 3350.00| 1200.00000 2400.00| PIPE CONNECTION COLLAR AND PAD | | | 0071 715-04612 62.000 LFT | 45.00000 2790.00| 80.00000 4960.00| PIPE , TYPE 1, DEFORMED, MIN. AREA 4.5 | | | SQ. FT | | | 0072 715-05048 18166.000 LFT | 2.60000 47231.60| 2.75000 49956.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0073 715-05053 517.000 LFT | 9.50000 4911.50| 8.75000 4523.75| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0074 715-05119 516.000 LFT | 28.00000 14448.00| 26.75000 13803.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0075 715-05121 172.000 LFT | 35.00000 6020.00| 30.00000 5160.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0076 715-05123 12.000 LFT | 51.00000 612.00| 40.00000 480.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0077 715-05169 936.000 LFT | 28.00000 26208.00| 26.75000 25038.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0078 715-05171 258.000 LFT | 31.00000 7998.00| 30.00000 7740.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0079 715-05177 42.000 LFT | 64.00000 2688.00| 67.00000 2814.00| PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0080 715-05361 54.000 LFT | 39.00000 2106.00| 55.00000 2970.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0081 715-46005 60.000 EACH| 205.00000 12300.00| 350.00000 21000.00| PIPE END SECTION, 15 IN. | | | 0082 715-46010 18.000 EACH| 220.00000 3960.00| 375.00000 6750.00| PIPE END SECTION, 18 IN. | | | 0083 715-46040 2.000 EACH| 505.00000 1010.00| 900.00000 1800.00| PIPE END SECTION, 36 IN. | | | 0084 715-46045 2.000 EACH| 205.00000 410.00| 1150.00000 2300.00| PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0085 715-97607 2.000 EACH| 330.00000 660.00| 1600.00000 3200.00| PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0086 718-06531 26.000 EACH| 310.00000 8060.00| 500.00000 13000.00| OUTLET PROTECTOR, 3 | | | 0087 718-52610 1399.000 CYS | 27.00000 37773.00| 21.00000 29379.00| AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 13443.000 SYS | 1.28000 17207.04| 1.05000 14115.15| GEOTEXTILES FOR UNDERDRAIN | | | 0089 719-35000 150.000 LFT | 9.00000 1350.00| 5.50000 825.00| PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 719-35001 150.000 LFT | 8.50000 1275.00| 5.00000 750.00| PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0091 719-35005 150.000 LFT | 10.50000 1575.00| 6.50000 975.00| PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0092 719-35010 150.000 LFT | 13.00000 1950.00| 8.50000 1275.00| PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0093 720-44025 1.000 EACH| 500.00000 500.00| 850.00000 850.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0094 720-44296 1.000 EACH| 230.00000 230.00| 950.00000 950.00| CAP INLET | | | 0095 720-45030 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| INLET, E7 | | | 0096 720-45050 7.000 EACH| 1275.00000 8925.00| 1200.00000 8400.00| INLET, J11 | | | 0097 720-45060 1.000 EACH| 1250.00000 1250.00| 1900.00000 1900.00| INLET, M11 | | | 0098 720-45410 1.000 EACH| 1675.00000 1675.00| 1750.00000 1750.00| MANHOLE, C4 | | | 0099 720-45430 2.000 EACH| 9000.00000 18000.00| 9250.00000 18500.00| MANHOLE, G4 | | | 0100 720-97896 2.000 EACH| 1050.00000 2100.00| 850.00000 1700.00| INLET, A4 | | | 0102 801-04308 19.000 EACH| 205.00000 3895.00| 525.00000 9975.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06606 38.000 EACH| 94.00000 3572.00| 150.00000 5700.00| BARRICADE, IIIB | | | 0104 801-06625 6.000 EACH| 52.00000 312.00| 100.00000 600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 25.000 EACH| 110.00000 2750.00| 140.00000 3500.00| CONSTRUCTION SIGN, A | | | 0106 801-06645 10.000 EACH| 36.00000 360.00| 42.00000 420.00| CONSTRUCTION SIGN, B | | | 0107 801-06775 LUMP| 36500.00000 36500.00| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0108 801-98523 148.000 LFT | 3.10000 458.80| 0.55000 81.40| TEMPORARY PAINT, STOP LINE, 24 IN. | | | 0109 802-76025 123.800 SFT | 16.00000 1980.80| 25.00000 3095.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 106.720 SFT | 12.50000 1334.00| 20.00000 2134.40| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,683,259.16 ROUTE : GREENSBORO PIKE CALL ORDER : 131 CONTRACT ID : R -24326-B COUNTIES : HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 802-76055 718.000 LFT | 10.50000 7539.00| 4.25000 3051.50| SIGN POST, A | | | 0112 804-06770 26.000 EACH| 16.00000 416.00| 16.00000 416.00| DELINEATOR POST | | | 0113 808-06713 37298.000 LFT | 0.06000 2237.88| 0.05000 1864.90| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0114 808-75240 3980.000 LFT | 0.23000 915.40| 0.35000 1393.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0115 808-75245 11375.000 LFT | 0.23000 2616.25| 0.35000 3981.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0116 808-75297 148.000 LFT | 2.85000 421.80| 3.25000 481.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0117 801-06203 36342.000 LFT | 0.10000 3634.20| 0.15000 5451.30| TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 3,688,428.03| $ 3,849,313.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,688,428.03| $ 3,849,313.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,445.05 ROUTE : 469 CALL ORDER : 151 CONTRACT ID : R -25020-A COUNTIES : ALLEN LETTING DATE : 08/15/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1702037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES $ 1,334,846.20 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,353,305.16 101.3828% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 | |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 10.000 MOS | 800.00000 8000.00| 500.00000 5000.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 130000.00000 130000.00| 67600.00000 67600.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 114000.000 m2 | 0.60000 68400.00| 0.45000 51300.00| SURFACE MILLING, ASPHALT | | | 0005 303-04095 700.000 Mg | 17.75000 12425.00| 16.75000 11725.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 303-52308 120.000 Mg | 8.00000 960.00| 5.51000 661.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05204 350.000 Mg | 100.00000 35000.00| 49.60000 17360.00| HMA FOR PATCHING | | | 0008 401-05455 12300.000 Mg | 22.00000 270600.00| 28.92000 355716.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 5100.000 Mg | 28.00000 142800.00| 37.87000 193137.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05463 10200.000 Mg | 22.00000 224400.00| 26.86000 273972.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0011 401-05464 4300.000 Mg | 27.00000 116100.00| 34.78000 149554.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0012 401-06264 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0013 406-05520 65.000 Mg | 85.00000 5525.00| 55.11000 3582.15| ASPHALT FOR TACK COAT | | | 0014 601-01322 39.900 m | 90.00000 3591.00| 90.00000 3591.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0015 601-06035 417.000 m | 16.00000 6672.00| 16.00000 6672.00| GUARDRAIL, RESET | | | 0016 615-06525 1.000 EACH| 500.00000 500.00| 370.00000 370.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,445.05 ROUTE : 469 CALL ORDER : 151 CONTRACT ID : R -25020-A COUNTIES : ALLEN LETTING DATE : 08/15/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 | |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 715-04612 475.500 m | 40.00000 19020.00| 56.92000 27065.46| PIPE SLOTTED DRAIN GRATE, ADJUSTED TO | | | GRADE | | | 0018 720-44000 76.000 EACH| 400.00000 30400.00| 565.00000 42940.00| CASTING, ADJUST TO GRADE | | | 0019 801-01093 9.000 EACH| 1565.00000 14085.00| 1500.00000 13500.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06204 7435.000 m | 0.30000 2230.50| 0.10000 743.50| TEMPORARY PAVEMENT MARKING, 125 mm PAINT| | | 0022 801-06208 2080.000 m | 2.25000 4680.00| 0.33000 686.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0023 801-06640 16.000 EACH| 171.00000 2736.00| 75.00000 1200.00| CONSTRUCTION SIGN, A | | | 0024 801-06710 100.000 DAY | 20.00000 2000.00| 19.00000 1900.00| FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 150000.00000 150000.00| 37250.00000 37250.00| MAINTAINING TRAFFIC | | | 0026 801-09133 4.000 EACH| 7320.00000 29280.00| 7320.00000 29280.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0027 804-06771 64.000 EACH| 28.00000 1792.00| 22.35000 1430.40| DELINEATOR POST, FLEXIBLE | | | 0028 808-06702 2000.000 m | 0.90000 1800.00| 0.89000 1780.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0029 808-06703 7650.000 m | 0.72000 5508.00| 0.72000 5508.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0030 808-06705 1250.000 m | 2.75000 3437.50| 1.73000 2162.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0031 808-75245 7650.000 m | 0.72000 5508.00| 0.72000 5508.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0032 808-75272 170.000 m | 8.50000 1445.00| 8.20000 1394.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0033 808-75996 450.000 EACH| 4.00000 1800.00| 3.00000 1350.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 450.000 EACH| 19.00000 8550.00| 19.00000 8550.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,445.05 ROUTE : 469 CALL ORDER : 151 CONTRACT ID : R -25020-A COUNTIES : ALLEN LETTING DATE : 08/15/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 | |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-05467 15000.000 m | 0.52000 7800.00| 0.78000 11700.00| MILLED HMA CORRUGATIONS | | | 0036 801-06203 18630.000 m | 0.24000 4471.20| 0.24000 4471.20| TEMPORARY PAVEMENT MARKING, 100 mm , | | | PAINT | | | 0037 801-06207 1665.000 m | 2.00000 3330.00| 2.79000 4645.35| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,334,846.20| $ 1,353,305.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,334,846.20| $ 1,353,305.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 993,219.17 ROUTE : I-64 CALL ORDER : 171 CONTRACT ID : R -25114-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 08/15/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641098 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 735,900.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 753,991.70 102.4584% 3 35-0626844 RUDOLPH, J.H. & CO $ 785,667.85 106.7628% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 2200.00000 11000.00| 1510.00000 7550.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36000.00000 36000.00| 31800.00000 31800.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 90100.000 m2 | 0.27000 24327.00| 0.30000 27030.00| 1.00000 90100.00 SURFACE MILLING, ASPHALT | | | 0006 401-05456 6210.000 Mg | 42.00000 260820.00| 47.00000 291870.00| 38.50000 239085.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05467 16400.000 m | 0.35000 5740.00| 0.50000 8200.00| 0.42000 6888.00 MILLED HMA CORRUGATIONS | | | 0008 406-05520 49.500 Mg | 180.00000 8910.00| 215.00000 10642.50| 225.00000 11137.50 ASPHALT FOR TACK COAT | | | 0010 801-06640 26.000 EACH| 100.00000 2600.00| 50.00000 1300.00| 63.00000 1638.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 33650.25000 33650.25| 15000.00000 15000.00| 20400.00000 20400.00 MAINTAINING TRAFFIC | | | 0012 808-06702 4050.000 m | 1.00000 4050.00| 1.02000 4131.00| 1.15000 4657.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0013 808-06703 16200.000 m | 0.75000 12150.00| 0.81000 13122.00| 0.88000 14256.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0014 808-75245 1220.000 m | 0.75000 915.00| 0.81000 988.20| 0.88000 1073.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0015 808-75996 700.000 EACH| 5.00000 3500.00| 2.77000 1939.00| 5.20000 3640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 993,219.17 ROUTE : I-64 CALL ORDER : 171 CONTRACT ID : R -25114-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 08/15/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-75998 700.000 EACH| 24.70000 17290.00| 22.00000 15400.00| 25.80000 18060.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0017 401-05454 8760.000 Mg | 35.00000 306600.00| 35.00000 306600.00| 35.30000 309228.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-06264 LUMP| 2000.00000 2000.00| 5500.00000 5500.00| 3940.00000 3940.00 PROFILOGRAPH, HMA | | | 0019 801-06203 1515.000 m | 1.25000 1893.75| 1.95000 2954.25| 2.35000 3560.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 1515.000 m | 3.60000 5454.00| 2.65000 4014.75| 3.60000 5454.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 735,900.00| $ 753,991.70| $ 785,667.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 735,900.00| $ 753,991.70| $ 785,667.85 ====================================================================================================================================