INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0754001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 713,806.41 100.0000% 2 35-2072438 T D & O LLC $ 744,090.55 104.2426% 3 35-1801998 CLR, INC. $ 750,235.43 105.1034% 4 35-0626844 RUDOLPH, J.H. & CO $ 752,481.95 105.4182% 5 35-1878024 RAGLE, INC. $ 758,465.85 106.2565% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 779,104.34 109.1478% 7 35-1134435 FOERTSCH CONSTRUCTION $ 791,506.85 110.8853% 8 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 905,937.76 126.9164% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1801998 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1000.00000 12000.00| 1250.00000 15000.00| 1400.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32500.00000 32500.00| 37204.25000 37204.25| 35750.00000 35750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 5000.00000 5000.00| 9325.00000 9325.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 725.00000 725.00 HEADWALL, REMOVE | | | 0006 202-51330 LUMP| 38750.00000 38750.00| 38875.00000 38875.00| 26300.00000 26300.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 246.000 m2 | 7.50000 1845.00| 7.50000 1845.00| 6.95000 1709.70 SURFACE MILLING, ASPHALT | | | 0008 202-96133 16.000 m | 30.00000 480.00| 145.00000 2320.00| 70.00000 1120.00 PIPE, REMOVE | | | 0009 203-02070 276.000 m3 | 15.00000 4140.00| 16.10000 4443.60| 27.00000 7452.00 BORROW | | | 0010 203-51223 643.000 m3 | 12.00000 7716.00| 7.00000 4501.00| 4.00000 2572.00 EXCAVATION, WATERWAY | | | 0011 205-02224 254.000 m | 6.25000 1587.50| 5.95000 1511.30| 5.95000 1511.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1801998 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 260.000 m | 12.75000 3315.00| 12.45000 3237.00| 12.45000 3237.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 3.000 m3 | 50.00000 150.00| 54.30000 162.90| 300.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51220 174.000 m3 | 100.00000 17400.00| 25.00000 4350.00| 70.00000 12180.00 EXCAVATION, WET | | | 0015 206-51230 64.000 m3 | 50.00000 3200.00| 30.00000 1920.00| 25.00000 1600.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 213-52830 10.000 m3 | 127.50000 1275.00| 125.00000 1250.00| 125.00000 1250.00 FLOWABLE MORTAR | | | 0017 301-07448 1314.000 Mg | 17.50000 22995.00| 18.00000 23652.00| 23.50000 30879.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 219.000 Mg | 17.50000 3832.50| 22.00000 4818.00| 23.50000 5146.50 COMPACTED AGGREGATE, 53 | | | 0019 401-05467 800.000 m | 4.25000 3400.00| 5.25000 4200.00| 5.25000 4200.00 MILLED HMA CORRUGATIONS | | | 0020 402-07433 339.000 Mg | 66.00000 22374.00| 66.15000 22424.85| 70.00000 23730.00 HMA TYPE B, SURFACE | | | 0021 402-07438 869.000 Mg | 49.10000 42667.90| 48.85000 42450.65| 51.00000 44319.00 HMA TYPE B, INTERMEDIATE | | | 0022 405-05518 1940.000 m2 | 1.50000 2910.00| 1.50000 2910.00| 1.50000 2910.00 ASPHALT FOR PRIME COAT | | | 0023 502-06329 88.000 m2 | 57.50000 5060.00| 60.00000 5280.00| 99.00000 8712.00 PCCP, 300 mm | | | 0024 503-05310 14.400 m | 240.00000 3456.00| 425.00000 6120.00| 650.00000 9360.00 TERMINAL JOINT | | | 0025 601-01522 4.000 EACH| 1275.00000 5100.00| 1200.00000 4800.00| 1335.00000 5340.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH| 2150.00000 8600.00| 2195.00000 8780.00| 2550.00000 10200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-94689 4.000 EACH| 1850.00000 7400.00| 1375.00000 5500.00| 1530.00000 6120.00 GUARDRAIL END TREATMENT, OS FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0028 601-99105 167.640 m | 32.50000 5448.30| 31.05000 5205.22| 34.00000 5699.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99365 247.650 m | 24.50000 6067.43| 22.00000 5448.30| 24.00000 5943.60 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 602-06729 8.000 EACH| 8.00000 64.00| 8.50000 68.00| 31.00000 248.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1801998 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 603-06040 181.000 m | 24.50000 4434.50| 18.50000 3348.50| 20.00000 3620.00 FENCE, FARM FIELD, 1190 mm | | | 0032 610-06259 306.000 m2 | 57.50000 17595.00| 60.00000 18360.00| 69.00000 21114.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 616-02320 1270.000 m2 | 3.00000 3810.00| 2.00000 2540.00| 2.00000 2540.00 GEOTEXTILES | | | 0034 616-06405 1141.000 Mg | 17.50000 19967.50| 21.50000 24531.50| 17.00000 19397.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 700.00000 1400.00| 665.00000 1330.00| 740.00000 1480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.198 Mg | 725.00000 868.55| 710.00000 850.58| 1030.00000 1233.94 FERTILIZER | | | 0037 621-06548 5.000 kg | 60.00000 300.00| 56.00000 280.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0038 621-06553 253.000 kg | 8.50000 2150.50| 7.95000 2011.35| 8.75000 2213.75 SEED MIXTURE, R | | | 0039 621-06565 6.000 Mg | 500.00000 3000.00| 485.00000 2910.00| 525.00000 3150.00 MULCHING MATERIAL | | | 0040 621-06567 9.000 kL | 1.00000 9.00| 1.00000 9.00| 1.00000 9.00 WATER | | | 0041 621-06574 496.000 m2 | 5.00000 2480.00| 4.65000 2306.40| 4.65000 2306.40 SODDING | | | 0042 622-52436 4.000 EACH| 30.00000 120.00| 29.00000 116.00| 32.00000 128.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 130.000 EACH| 13.50000 1755.00| 12.85000 1670.50| 14.00000 1820.00 SEEDLING | | | 0044 701-51195 307.500 m | 95.00000 29212.50| 100.00000 30750.00| 72.50000 22293.75 PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 26.000 EACH| 100.00000 2600.00| 125.00000 3250.00| 145.00000 3770.00 PILE TIP, STEEL H | | | 0046 702-51005 114.800 m3 | 375.00000 43050.00| 600.00000 68880.00| 391.50000 44944.20 CONCRETE, A, SUBSTRUCTURE | | | 0047 703-51030 14474.000 kg | 1.40000 20263.60| 1.10000 15921.40| 1.33000 19250.42 REINFORCING STEEL | | | 0048 703-51032 24498.000 kg | 1.46000 35767.08| 1.25000 30622.50| 1.38000 33807.24 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 193.700 m3 | 390.00000 75543.00| 350.00000 67795.00| 555.00000 107503.50 CONCRETE, C, SUPERSTRUCTURE | | | 0050 704-51106 28.000 EACH| 27.50000 770.00| 50.00000 1400.00| 40.00000 1120.00 DECK DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1801998 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 706-05732 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1230.00000 4920.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 13.000 m3 | 400.00000 5200.00| 475.00000 6175.00| 370.00000 4810.00 CONCRETE, C, RAILING | | | 0053 709-51821 LUMP| 3000.00000 3000.00| 2800.00000 2800.00| 2675.00000 2675.00 SURFACE SEAL | | | 0054 713-51335 LUMP| 110000.00000 110000.00| 134500.00000 134500.00| 111400.00000 111400.00 TEMPORARY BRIDGE AND APPROACHES | | | 0055 801-04308 2.000 EACH| 275.00000 550.00| 395.00000 790.00| 435.00000 870.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 1156.000 m | 1.00000 1156.00| 0.95000 1098.20| 1.02000 1179.12 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 340.000 m | 3.10000 1054.00| 3.00000 1020.00| 3.35000 1139.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 8.000 EACH| 160.00000 1280.00| 200.00000 1600.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0059 801-06640 15.000 EACH| 150.00000 2250.00| 105.00000 1575.00| 155.00000 2325.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 45.00000 270.00| 40.00000 240.00| 58.00000 348.00 CONSTRUCTION SIGN, B | | | 0061 801-06649 35.000 EACH| 15.00000 525.00| 12.50000 437.50| 13.00000 455.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0062 801-06775 LUMP| 8500.00000 8500.00| 10000.00000 10000.00| 8400.00000 8400.00 MAINTAINING TRAFFIC | | | 0063 801-97643 43.000 m | 17.50000 752.50| 16.00000 688.00| 17.40000 748.20 TEMPORARY BUZZ STRIPS | | | 0064 802-76035 0.540 m2 | 210.00000 113.40| 240.00000 129.60| 255.00000 137.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 8.400 m | 13.50000 113.40| 13.00000 109.20| 14.00000 117.60 SIGN POST, A | | | 0066 808-06712 144.000 m | 1.25000 180.00| 0.95000 136.80| 1.03000 148.32 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 800.000 m | 1.25000 1000.00| 0.95000 760.00| 1.03000 824.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 491.000 m | 1.25000 613.75| 0.95000 466.45| 1.03000 505.73 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 300.000 m | 2.25000 675.00| 2.00000 600.00| 2.20000 660.00 LINE, REMOVE | | | 0070 207-07500 828.000 m2 | 12.50000 10350.00| 14.00000 11592.00| 7.00000 5796.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1801998 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 207-07503 104.000 m2 | 14.00000 1456.00| 23.00000 2392.00| 10.75000 1118.00 SUBGRADE TREATMENT, TYPE E | | | 0072 203-02000 903.000 m3 | 12.50000 11287.50| 7.00000 6321.00| 10.90000 9842.70 EXCAVATION, COMMON | | | SECTION TOTALS | $ 713,806.41| $ 744,090.55| $ 750,235.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 713,806.41| $ 744,090.55| $ 750,235.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2200.00000 26400.00| 1000.00000 12000.00| 1500.00000 18000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 38500.00000 38500.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3100.00000 3100.00| 11500.00000 11500.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 515.00000 515.00| 150.00000 150.00| 500.00000 500.00 HEADWALL, REMOVE | | | 0006 202-51330 LUMP| 11000.00000 11000.00| 16500.00000 16500.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 246.000 m2 | 8.25000 2029.50| 9.00000 2214.00| 8.00000 1968.00 SURFACE MILLING, ASPHALT | | | 0008 202-96133 16.000 m | 148.00000 2368.00| 18.00000 288.00| 150.00000 2400.00 PIPE, REMOVE | | | 0009 203-02070 276.000 m3 | 16.25000 4485.00| 11.00000 3036.00| 16.50000 4554.00 BORROW | | | 0010 203-51223 643.000 m3 | 7.15000 4597.45| 10.00000 6430.00| 7.50000 4822.50 EXCAVATION, WATERWAY | | | 0011 205-02224 254.000 m | 6.00000 1524.00| 5.95000 1511.30| 6.00000 1524.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 260.000 m | 12.75000 3315.00| 12.45000 3237.00| 12.60000 3276.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 3.000 m3 | 55.50000 166.50| 16.00000 48.00| 55.00000 165.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51220 174.000 m3 | 55.00000 9570.00| 120.00000 20880.00| 40.00000 6960.00 EXCAVATION, WET | | | 0015 206-51230 64.000 m3 | 80.00000 5120.00| 8.00000 512.00| 30.00000 1920.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 213-52830 10.000 m3 | 87.00000 870.00| 200.00000 2000.00| 175.00000 1750.00 FLOWABLE MORTAR | | | 0017 301-07448 1314.000 Mg | 14.00000 18396.00| 14.50000 19053.00| 19.00000 24966.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 219.000 Mg | 17.00000 3723.00| 14.50000 3175.50| 19.00000 4161.00 COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05467 800.000 m | 5.00000 4000.00| 4.00000 3200.00| 4.50000 3600.00 MILLED HMA CORRUGATIONS | | | 0020 402-07433 339.000 Mg | 63.40000 21492.60| 63.40000 21492.60| 60.00000 20340.00 HMA TYPE B, SURFACE | | | 0021 402-07438 869.000 Mg | 43.10000 37453.90| 46.10000 40060.90| 50.00000 43450.00 HMA TYPE B, INTERMEDIATE | | | 0022 405-05518 1940.000 m2 | 1.50000 2910.00| 1.50000 2910.00| 1.25000 2425.00 ASPHALT FOR PRIME COAT | | | 0023 502-06329 88.000 m2 | 64.00000 5632.00| 60.00000 5280.00| 90.00000 7920.00 PCCP, 300 mm | | | 0024 503-05310 14.400 m | 240.00000 3456.00| 325.00000 4680.00| 500.00000 7200.00 TERMINAL JOINT | | | 0025 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1275.00000 5100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH| 2200.00000 8800.00| 2195.00000 8780.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-94689 4.000 EACH| 1400.00000 5600.00| 1375.00000 5500.00| 1800.00000 7200.00 GUARDRAIL END TREATMENT, OS FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0028 601-99105 167.640 m | 31.20000 5230.37| 31.05000 5205.22| 32.00000 5364.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99365 247.650 m | 22.00000 5448.30| 22.00000 5448.30| 24.00000 5943.60 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 602-06729 8.000 EACH| 7.65000 61.20| 7.00000 56.00| 7.50000 60.00 BARRIER DELINEATOR | | | 0031 603-06040 181.000 m | 18.50000 3348.50| 18.47000 3343.07| 24.00000 4344.00 FENCE, FARM FIELD, 1190 mm | | | 0032 610-06259 306.000 m2 | 55.00000 16830.00| 55.00000 16830.00| 72.00000 22032.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 616-02320 1270.000 m2 | 1.90000 2413.00| 2.00000 2540.00| 2.25000 2857.50 GEOTEXTILES | | | 0034 616-06405 1141.000 Mg | 16.00000 18256.00| 18.00000 20538.00| 20.00000 22820.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 680.00000 1360.00| 665.00000 1330.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.198 Mg | 715.00000 856.57| 450.00000 539.10| 720.00000 862.56 FERTILIZER | | | 0037 621-06548 5.000 kg | 57.00000 285.00| 56.00000 280.00| 57.00000 285.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06553 253.000 kg | 8.00000 2024.00| 7.95000 2011.35| 8.00000 2024.00 SEED MIXTURE, R | | | 0039 621-06565 6.000 Mg | 490.00000 2940.00| 485.00000 2910.00| 490.00000 2940.00 MULCHING MATERIAL | | | 0040 621-06567 9.000 kL | 1.00000 9.00| 1.00000 9.00| 1.00000 9.00 WATER | | | 0041 621-06574 496.000 m2 | 4.75000 2356.00| 4.65000 2306.40| 4.75000 2356.00 SODDING | | | 0042 622-52436 4.000 EACH| 25.90000 103.60| 29.00000 116.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 130.000 EACH| 13.10000 1703.00| 12.85000 1670.50| 12.95000 1683.50 SEEDLING | | | 0044 701-51195 307.500 m | 58.00000 17835.00| 85.00000 26137.50| 95.00000 29212.50 PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 26.000 EACH| 80.00000 2080.00| 120.00000 3120.00| 100.00000 2600.00 PILE TIP, STEEL H | | | 0046 702-51005 114.800 m3 | 450.00000 51660.00| 550.00000 63140.00| 550.00000 63140.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 703-51030 14474.000 kg | 1.31000 18960.94| 1.40000 20263.60| 1.25000 18092.50 REINFORCING STEEL | | | 0048 703-51032 24498.000 kg | 1.34000 32827.32| 1.50000 36747.00| 1.40000 34297.20 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 193.700 m3 | 435.00000 84259.50| 550.00000 106535.00| 600.00000 116220.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 704-51106 28.000 EACH| 56.00000 1568.00| 40.00000 1120.00| 80.00000 2240.00 DECK DRAIN | | | 0051 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 13.000 m3 | 500.00000 6500.00| 305.00000 3965.00| 425.00000 5525.00 CONCRETE, C, RAILING | | | 0053 709-51821 LUMP| 2450.00000 2450.00| 2400.00000 2400.00| 2800.00000 2800.00 SURFACE SEAL | | | 0054 713-51335 LUMP| 190000.00000 190000.00| 161500.00000 161500.00| 135000.00000 135000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0055 801-04308 2.000 EACH| 400.00000 800.00| 395.00000 790.00| 260.00000 520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 1156.000 m | 0.95000 1098.20| 0.92000 1063.52| 1.40000 1618.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 340.000 m | 2.70000 918.00| 3.00000 1020.00| 3.60000 1224.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06605 8.000 EACH| 205.00000 1640.00| 200.00000 1600.00| 160.00000 1280.00 BARRICADE, IIIA | | | 0059 801-06640 15.000 EACH| 108.00000 1620.00| 105.00000 1575.00| 105.00000 1575.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 41.00000 246.00| 40.00000 240.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0061 801-06649 35.000 EACH| 12.50000 437.50| 12.35000 432.25| 15.00000 525.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0062 801-06775 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0063 801-97643 43.000 m | 15.95000 685.85| 15.61000 671.23| 17.00000 731.00 TEMPORARY BUZZ STRIPS | | | 0064 802-76035 0.540 m2 | 240.00000 129.60| 235.65000 127.25| 210.00000 113.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 8.400 m | 13.25000 111.30| 12.96000 108.86| 14.00000 117.60 SIGN POST, A | | | 0066 808-06712 144.000 m | 0.94000 135.36| 0.92000 132.48| 2.00000 288.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 800.000 m | 0.94000 752.00| 0.92000 736.00| 2.00000 1600.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 491.000 m | 0.94000 461.54| 0.92000 451.72| 2.00000 982.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 300.000 m | 2.04000 612.00| 2.00000 600.00| 2.50000 750.00 LINE, REMOVE | | | 0070 207-07500 828.000 m2 | 14.30000 11840.40| 1.60000 1324.80| 14.10000 11674.80 SUBGRADE TREATMENT, TYPE C | | | 0071 207-07503 104.000 m2 | 23.45000 2438.80| 1.60000 166.40| 23.30000 2423.20 SUBGRADE TREATMENT, TYPE E | | | 0072 203-02000 903.000 m3 | 7.05000 6366.15| 9.00000 8127.00| 7.20000 6501.60 EXCAVATION, COMMON | | | SECTION TOTALS | $ 752,481.95| $ 758,465.85| $ 779,104.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 752,481.95| $ 758,465.85| $ 779,104.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1009310 | |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1250.00000 15000.00| 1770.00000 21240.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 37500.00000 37500.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 250.00000 250.00| 324.00000 324.00| HEADWALL, REMOVE | | | 0006 202-51330 LUMP| 17500.00000 17500.00| 17500.00000 17500.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 246.000 m2 | 5.50000 1353.00| 7.20000 1771.20| SURFACE MILLING, ASPHALT | | | 0008 202-96133 16.000 m | 15.00000 240.00| 12.00000 192.00| PIPE, REMOVE | | | 0009 203-02070 276.000 m3 | 17.50000 4830.00| 15.40000 4250.40| BORROW | | | 0010 203-51223 643.000 m3 | 14.50000 9323.50| 12.70000 8166.10| EXCAVATION, WATERWAY | | | 0011 205-02224 254.000 m | 6.49000 1648.46| 6.50000 1651.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 260.000 m | 8.03000 2087.80| 13.20000 3432.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 3.000 m3 | 12.50000 37.50| 52.00000 156.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51220 174.000 m3 | 30.00000 5220.00| 14.70000 2557.80| EXCAVATION, WET | | | 0015 206-51230 64.000 m3 | 35.00000 2240.00| 14.70000 940.80| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 213-52830 10.000 m3 | 110.00000 1100.00| 132.00000 1320.00| FLOWABLE MORTAR | | | 0017 301-07448 1314.000 Mg | 17.50000 22995.00| 18.70000 24571.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 219.000 Mg | 20.00000 4380.00| 19.70000 4314.30| COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1009310 | |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05467 800.000 m | 5.25000 4200.00| 6.45000 5160.00| MILLED HMA CORRUGATIONS | | | 0020 402-07433 339.000 Mg | 67.57000 22906.23| 66.50000 22543.50| HMA TYPE B, SURFACE | | | 0021 402-07438 869.000 Mg | 48.41000 42068.29| 48.50000 42146.50| HMA TYPE B, INTERMEDIATE | | | 0022 405-05518 1940.000 m2 | 1.58000 3065.20| 1.50000 2910.00| ASPHALT FOR PRIME COAT | | | 0023 502-06329 88.000 m2 | 75.00000 6600.00| 67.00000 5896.00| PCCP, 300 mm | | | 0024 503-05310 14.400 m | 220.00000 3168.00| 210.00000 3024.00| TERMINAL JOINT | | | 0025 601-01522 4.000 EACH| 1260.00000 5040.00| 1480.00000 5920.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH| 2304.75000 9219.00| 2540.00000 10160.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-94689 4.000 EACH| 1443.75000 5775.00| 2330.00000 9320.00| GUARDRAIL END TREATMENT, OS FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0028 601-99105 167.640 m | 32.60000 5465.06| 40.20000 6739.13| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99365 247.650 m | 23.10000 5720.72| 28.60000 7082.79| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 602-06729 8.000 EACH| 25.00000 200.00| 13.00000 104.00| BARRIER DELINEATOR | | | 0031 603-06040 181.000 m | 19.39000 3509.59| 24.40000 4416.40| FENCE, FARM FIELD, 1190 mm | | | 0032 610-06259 306.000 m2 | 65.00000 19890.00| 67.00000 20502.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 616-02320 1270.000 m2 | 2.00000 2540.00| 2.40000 3048.00| GEOTEXTILES | | | 0034 616-06405 1141.000 Mg | 21.50000 24531.50| 29.30000 33431.30| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 1155.00000 2310.00| 675.00000 1350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.198 Mg | 735.00000 880.53| 750.00000 898.50| FERTILIZER | | | 0037 621-06548 5.000 kg | 57.75000 288.75| 60.00000 300.00| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1009310 | |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06553 253.000 kg | 7.73000 1955.69| 8.50000 2150.50| SEED MIXTURE, R | | | 0039 621-06565 6.000 Mg | 560.70000 3364.20| 520.00000 3120.00| MULCHING MATERIAL | | | 0040 621-06567 9.000 kL | 0.58000 5.22| 1.00000 9.00| WATER | | | 0041 621-06574 496.000 m2 | 9.24000 4583.04| 4.90000 2430.40| SODDING | | | 0042 622-52436 4.000 EACH| 26.25000 105.00| 32.00000 128.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 130.000 EACH| 9.91000 1288.30| 13.60000 1768.00| SEEDLING | | | 0044 701-51195 307.500 m | 100.00000 30750.00| 129.00000 39667.50| PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 26.000 EACH| 110.00000 2860.00| 142.00000 3692.00| PILE TIP, STEEL H | | | 0046 702-51005 114.800 m3 | 600.00000 68880.00| 441.00000 50626.80| CONCRETE, A, SUBSTRUCTURE | | | 0047 703-51030 14474.000 kg | 1.40000 20263.60| 1.18000 17079.32| REINFORCING STEEL | | | 0048 703-51032 24498.000 kg | 1.50000 36747.00| 1.44000 35277.12| REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 193.700 m3 | 650.00000 125905.00| 514.00000 99561.80| CONCRETE, C, SUPERSTRUCTURE | | | 0050 704-51106 28.000 EACH| 25.00000 700.00| 645.00000 18060.00| DECK DRAIN | | | 0051 706-05732 4.000 EACH| 1155.00000 4620.00| 1415.00000 5660.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 13.000 m3 | 355.00000 4615.00| 536.00000 6968.00| CONCRETE, C, RAILING | | | 0053 709-51821 LUMP| 2520.00000 2520.00| 2800.00000 2800.00| SURFACE SEAL | | | 0054 713-51335 LUMP| 120000.00000 120000.00| 216000.00000 216000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0055 801-04308 2.000 EACH| 414.75000 829.50| 275.00000 550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 1156.000 m | 0.97000 1121.32| 1.60000 1849.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 340.000 m | 3.15000 1071.00| 3.80000 1292.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 300 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 873,975.72 ROUTE : US 231 CALL ORDER : 300 CONTRACT ID : B -26285-A COUNTIES : DUBOIS LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1009310 | |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06605 8.000 EACH| 210.00000 1680.00| 165.00000 1320.00| BARRICADE, IIIA | | | 0059 801-06640 15.000 EACH| 110.25000 1653.75| 105.00000 1575.00| CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 42.00000 252.00| 55.00000 330.00| CONSTRUCTION SIGN, B | | | 0061 801-06649 35.000 EACH| 12.97000 453.95| 15.00000 525.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0062 801-06775 LUMP| 17750.00000 17750.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0063 801-97643 43.000 m | 16.39000 704.77| 17.00000 731.00| TEMPORARY BUZZ STRIPS | | | 0064 802-76035 0.540 m2 | 247.42000 133.61| 250.00000 135.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 8.400 m | 13.61000 114.32| 14.00000 117.60| SIGN POST, A | | | 0066 808-06712 144.000 m | 0.97000 139.68| 1.00000 144.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 800.000 m | 0.97000 776.00| 1.00000 800.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 491.000 m | 0.97000 476.27| 1.00000 491.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 300.000 m | 2.10000 630.00| 2.50000 750.00| LINE, REMOVE | | | 0070 207-07500 828.000 m2 | 10.00000 8280.00| 11.40000 9439.20| SUBGRADE TREATMENT, TYPE C | | | 0071 207-07503 104.000 m2 | 5.00000 520.00| 7.40000 769.60| SUBGRADE TREATMENT, TYPE E | | | 0072 203-02000 903.000 m3 | 8.50000 7675.50| 13.60000 12280.80| EXCAVATION, COMMON | | | SECTION TOTALS | $ 791,506.85| $ 905,937.76| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 791,506.85| $ 905,937.76| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/26/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9947019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 253,381.25 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 267,096.62 105.4129% 3 35-1878024 RAGLE, INC. $ 284,176.40 112.1536% 4 35-1447641 STRUCTURE CONTRACTORS $ 297,557.80 117.4348% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 311,372.92 122.8871% 6 35-1801998 CLR, INC. $ 318,762.46 125.8034% 7 35-1310611 DUNCAN ROBERTSON INC $ 332,854.60 131.3651% 8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 335,247.85 132.3096% 9 35-0999231 HUNT PAVING COMPANY, INC. $ 338,518.32 133.6003% 10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 358,961.30 141.6684% ==================================================================================================================================== |(1) 35-1673827 |(2) 54-1342714 |(3) 35-1878024 |HENDERSON, H.E., INC. |TRI COUNTY BUILDERS CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 4838.78000 4838.78| 2846.00000 2846.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1830.82000 9154.10| 1320.00000 6600.00| 900.00000 4500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 7971.15000 7971.15| 9910.00000 9910.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 3842.92000 3842.92| 5112.00000 5112.00| 4000.00000 4000.00 CLEARING AND GRUBBING | | | 0005 202-51330 LUMP| 6164.56000 6164.56| 3032.00000 3032.00| 18500.00000 18500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 690.000 m2 | 4.72000 3256.80| 7.09000 4892.10| 2.25000 1552.50 SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 6.88000 13.76| 52.00000 104.00| 50.00000 100.00 SIGN, REMOVE | | | 0008 203-02000 35.000 m3 | 9.68000 338.80| 10.24000 358.40| 25.00000 875.00 EXCAVATION, COMMON | | | 0009 203-02070 5.000 m3 | 8.40000 42.00| 70.60000 353.00| 30.00000 150.00 BORROW | | | 0010 205-02224 83.000 m | 5.19000 430.77| 6.24000 517.92| 2.50000 207.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 54-1342714 |(3) 35-1878024 |HENDERSON, H.E., INC. |TRI COUNTY BUILDERS CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 211-02060 168.000 m3 | 33.14000 5567.52| 38.75000 6510.00| 32.00000 5376.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 436.100 Mg | 21.00000 9158.10| 40.07000 17474.53| 18.00000 7849.80 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05474 147.000 Mg | 63.53000 9338.91| 66.55000 9782.85| 60.50000 8893.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 119.000 Mg | 71.40000 8496.60| 74.80000 8901.20| 68.00000 8092.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 890.000 m2 | 1.58000 1406.20| 2.28000 2029.20| 1.50000 1335.00 ASPHALT FOR PRIME COAT | | | 0016 406-05521 1580.000 m2 | 0.13000 205.40| 0.41000 647.80| 0.12000 189.60 ASPHALT FOR TACK COAT | | | 0017 616-02320 30.000 m2 | 2.31000 69.30| 6.44000 193.20| 1.75000 52.50 GEOTEXTILES | | | 0018 616-05689 30.000 Mg | 29.52000 885.60| 30.40000 912.00| 23.00000 690.00 RIPRAP, CLASS 2 | | | 0019 621-01004 1.000 EACH| 157.50000 157.50| 330.00000 330.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-04317 230.000 m2 | 1.90000 437.00| 4.40000 1012.00| 2.40000 552.00 MULCHED SEEDING | | | 0021 622-98200 2.000 EACH| 26.25000 52.50| 27.50000 55.00| 25.00000 50.00 SIGN, DO NOT DISTURB | | | 0022 723-06660 35.365 m2 | 695.32000 24589.99| 464.00000 16409.36| 800.00000 28292.00 WINGWALL | | | 0023 723-07161 15.540 m | 9673.34000 150323.70| 10339.00000 160668.06| 11050.00000 171717.00 STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 1900 mm | | | 0024 801-04308 3.000 EACH| 126.00000 378.00| 132.00000 396.00| 120.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06605 4.000 EACH| 73.50000 294.00| 77.00000 308.00| 70.00000 280.00 BARRICADE, IIIA | | | 0026 801-06606 1.000 EACH| 94.50000 94.50| 99.00000 99.00| 90.00000 90.00 BARRICADE, IIIB | | | 0027 801-06625 20.000 EACH| 99.75000 1995.00| 128.00000 2560.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 8.000 EACH| 103.95000 831.60| 109.00000 872.00| 99.00000 792.00 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH| 36.75000 73.50| 38.50000 77.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP| 1531.28000 1531.28| 1714.00000 1714.00| 1100.00000 1100.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 54-1342714 |(3) 35-1878024 |HENDERSON, H.E., INC. |TRI COUNTY BUILDERS CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 802-03821 2.000 EACH| 90.88000 181.76| 296.00000 592.00| 165.00000 330.00 SIGN, SHEET WITH LEGEND | | | 0032 802-96994 3.800 m | 55.50000 210.90| 76.00000 288.80| 15.00000 57.00 SIGN POST, WOOD, 100 mm X 150 mm | | | 0033 808-06713 490.000 m | 1.03000 504.70| 1.53000 749.70| 0.98000 480.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 360.000 m | 1.03000 370.80| 1.53000 550.80| 0.98000 352.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 11.000 m | 15.75000 173.25| 21.70000 238.70| 15.00000 165.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 253,381.25| $ 267,096.62| $ 284,176.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,381.25| $ 267,096.62| $ 284,176.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-0906416 |(6) 35-1801998 |STRUCTURE CONTRACTORS |WEDDLE BROTHERS CONSTRUCTION|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 2400.00000 2400.00| 4631.24000 4631.24| 4850.00000 4850.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 1365.71000 6828.55| 2400.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 15569.36000 15569.36| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 5000.00000 5000.00| 2124.02000 2124.02| 4200.00000 4200.00 CLEARING AND GRUBBING | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 12296.64000 12296.64| 9900.00000 9900.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 690.000 m2 | 8.00000 5520.00| 5.43000 3746.70| 2.61000 1800.90 SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 35.00000 70.00| 97.14000 194.28| 150.00000 300.00 SIGN, REMOVE | | | 0008 203-02000 35.000 m3 | 35.00000 1225.00| 47.94000 1677.90| 95.00000 3325.00 EXCAVATION, COMMON | | | 0009 203-02070 5.000 m3 | 100.00000 500.00| 47.94000 239.70| 73.00000 365.00 BORROW | | | 0010 205-02224 83.000 m | 8.00000 664.00| 11.85000 983.55| 10.00000 830.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 168.000 m3 | 40.00000 6720.00| 38.04000 6390.72| 25.00000 4200.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 436.100 Mg | 22.00000 9594.20| 21.54000 9393.59| 17.00000 7413.70 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05474 147.000 Mg | 65.00000 9555.00| 65.70000 9657.90| 60.50000 8893.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 119.000 Mg | 70.00000 8330.00| 73.24000 8715.56| 76.00000 9044.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 890.000 m2 | 1.50000 1335.00| 1.67000 1486.30| 1.40000 1246.00 ASPHALT FOR PRIME COAT | | | 0016 406-05521 1580.000 m2 | 0.12000 189.60| 0.13000 205.40| 0.10000 158.00 ASPHALT FOR TACK COAT | | | 0017 616-02320 30.000 m2 | 12.00000 360.00| 8.01000 240.30| 14.00000 420.00 GEOTEXTILES | | | 0018 616-05689 30.000 Mg | 75.00000 2250.00| 39.63000 1188.90| 70.00000 2100.00 RIPRAP, CLASS 2 | | | 0019 621-01004 1.000 EACH| 400.00000 400.00| 323.11000 323.11| 338.00000 338.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-0906416 |(6) 35-1801998 |STRUCTURE CONTRACTORS |WEDDLE BROTHERS CONSTRUCTION|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-04317 230.000 m2 | 5.00000 1150.00| 4.31000 991.30| 6.00000 1380.00 MULCHED SEEDING | | | 0021 622-98200 2.000 EACH| 40.00000 80.00| 26.93000 53.86| 28.00000 56.00 SIGN, DO NOT DISTURB | | | 0022 723-06660 35.365 m2 | 1000.00000 35365.00| 903.15000 31939.90| 928.00000 32818.72 WINGWALL | | | 0023 723-07161 15.540 m | 9500.00000 147630.00| 11948.07000 185673.01| 12190.00000 189432.60 STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 1900 mm | | | 0024 801-04308 3.000 EACH| 400.00000 1200.00| 129.24000 387.72| 175.00000 525.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06605 4.000 EACH| 250.00000 1000.00| 75.39000 301.56| 102.00000 408.00 BARRICADE, IIIA | | | 0026 801-06606 1.000 EACH| 300.00000 300.00| 76.93000 76.93| 135.00000 135.00 BARRICADE, IIIB | | | 0027 801-06625 20.000 EACH| 100.00000 2000.00| 102.32000 2046.40| 107.00000 2140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 8.000 EACH| 125.00000 1000.00| 106.63000 853.04| 144.00000 1152.00 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH| 50.00000 100.00| 37.70000 75.40| 51.00000 102.00 CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP| 5000.00000 5000.00| 1570.77000 1570.77| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0031 802-03821 2.000 EACH| 200.00000 400.00| 161.56000 323.12| 140.00000 280.00 SIGN, SHEET WITH LEGEND | | | 0032 802-96994 3.800 m | 25.00000 95.00| 28.27000 107.43| 84.00000 319.20 SIGN POST, WOOD, 100 mm X 150 mm | | | 0033 808-06713 490.000 m | 1.00000 490.00| 1.06000 519.40| 1.11000 543.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 360.000 m | 1.00000 360.00| 1.06000 381.60| 1.11000 399.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 11.000 m | 25.00000 275.00| 16.16000 177.76| 16.94000 186.34 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 297,557.80| $ 311,372.92| $ 318,762.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,557.80| $ 311,372.92| $ 318,762.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-2040801 |(9) 35-0999231 |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 6615.00000 6615.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2500.00000 12500.00| 1500.00000 7500.00| 2530.00000 12650.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 17729.25000 17729.25 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 15000.00000 15000.00| 2500.00000 2500.00| 3675.00000 3675.00 CLEARING AND GRUBBING | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 14317.50000 14317.50 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 690.000 m2 | 5.00000 3450.00| 7.00000 4830.00| 9.45000 6520.50 SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 200.00000 400.00| 90.00000 180.00| 105.00000 210.00 SIGN, REMOVE | | | 0008 203-02000 35.000 m3 | 100.00000 3500.00| 50.00000 1750.00| 57.75000 2021.25 EXCAVATION, COMMON | | | 0009 203-02070 5.000 m3 | 150.00000 750.00| 75.00000 375.00| 57.75000 288.75 BORROW | | | 0010 205-02224 83.000 m | 5.00000 415.00| 11.00000 913.00| 11.55000 958.65 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 168.000 m3 | 35.00000 5880.00| 65.00000 10920.00| 27.30000 4586.40 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 436.100 Mg | 16.00000 6977.60| 21.00000 9158.10| 23.00000 10030.30 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05474 147.000 Mg | 65.00000 9555.00| 62.00000 9114.00| 63.53000 9338.91 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 119.000 Mg | 76.00000 9044.00| 70.00000 8330.00| 74.80000 8901.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 890.000 m2 | 0.88000 783.20| 1.50000 1335.00| 1.58000 1406.20 ASPHALT FOR PRIME COAT | | | 0016 406-05521 1580.000 m2 | 0.11000 173.80| 0.15000 237.00| 0.13000 205.40 ASPHALT FOR TACK COAT | | | 0017 616-02320 30.000 m2 | 10.00000 300.00| 5.00000 150.00| 5.25000 157.50 GEOTEXTILES | | | 0018 616-05689 30.000 Mg | 50.00000 1500.00| 50.00000 1500.00| 47.25000 1417.50 RIPRAP, CLASS 2 | | | 0019 621-01004 1.000 EACH| 330.00000 330.00| 300.00000 300.00| 315.00000 315.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-2040801 |(9) 35-0999231 |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-04317 230.000 m2 | 4.40000 1012.00| 4.00000 920.00| 4.20000 966.00 MULCHED SEEDING | | | 0021 622-98200 2.000 EACH| 30.00000 60.00| 25.00000 50.00| 26.25000 52.50 SIGN, DO NOT DISTURB | | | 0022 723-06660 35.365 m2 | 1000.00000 35365.00| 750.00000 26523.75| 1106.30000 39124.30 WINGWALL | | | 0023 723-07161 15.540 m | 11000.00000 170940.00| 12400.00000 192696.00| 12187.70000 189396.86 STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 1900 mm | | | 0024 801-04308 3.000 EACH| 132.00000 396.00| 120.00000 360.00| 126.00000 378.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06605 4.000 EACH| 77.00000 308.00| 70.00000 280.00| 73.50000 294.00 BARRICADE, IIIA | | | 0026 801-06606 1.000 EACH| 99.00000 99.00| 90.00000 90.00| 94.50000 94.50 BARRICADE, IIIB | | | 0027 801-06625 20.000 EACH| 104.50000 2090.00| 95.00000 1900.00| 99.75000 1995.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 8.000 EACH| 109.00000 872.00| 99.00000 792.00| 103.95000 831.60 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH| 40.00000 80.00| 35.00000 70.00| 36.75000 73.50 CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 1890.00000 1890.00 MAINTAINING TRAFFIC | | | 0031 802-03821 2.000 EACH| 180.00000 360.00| 200.00000 400.00| 315.00000 630.00 SIGN, SHEET WITH LEGEND | | | 0032 802-96994 3.800 m | 20.00000 76.00| 20.00000 76.00| 105.00000 399.00 SIGN POST, WOOD, 100 mm X 150 mm | | | 0033 808-06713 490.000 m | 1.08000 529.20| 0.98000 480.20| 1.03000 504.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 360.000 m | 1.08000 388.80| 0.98000 352.80| 1.03000 370.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 11.000 m | 20.00000 220.00| 15.00000 165.00| 15.75000 173.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 332,854.60| $ 335,247.85| $ 338,518.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,854.60| $ 335,247.85| $ 338,518.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1600.00000 8000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17500.00000 17500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 15000.00000 15000.00| | CLEARING AND GRUBBING | | | 0005 202-51330 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 690.000 m2 | 8.00000 5520.00| | SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 100.00000 200.00| | SIGN, REMOVE | | | 0008 203-02000 35.000 m3 | 100.00000 3500.00| | EXCAVATION, COMMON | | | 0009 203-02070 5.000 m3 | 150.00000 750.00| | BORROW | | | 0010 205-02224 83.000 m | 11.50000 954.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 168.000 m3 | 60.00000 10080.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 436.100 Mg | 25.00000 10902.50| | COMPACTED AGGREGATE, O, 53 | | | 0013 402-05474 147.000 Mg | 62.00000 9114.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 119.000 Mg | 72.00000 8568.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 890.000 m2 | 0.80000 712.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05521 1580.000 m2 | 0.10000 158.00| | ASPHALT FOR TACK COAT | | | 0017 616-02320 30.000 m2 | 8.00000 240.00| | GEOTEXTILES | | | 0018 616-05689 30.000 Mg | 34.00000 1020.00| | RIPRAP, CLASS 2 | | | 0019 621-01004 1.000 EACH| 325.00000 325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,634.97 ROUTE : CR 900N CALL ORDER : 330 CONTRACT ID : B -26363-A COUNTIES : LAWRENCE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-04317 230.000 m2 | 4.20000 966.00| | MULCHED SEEDING | | | 0021 622-98200 2.000 EACH| 27.00000 54.00| | SIGN, DO NOT DISTURB | | | 0022 723-06660 35.365 m2 | 1100.00000 38901.50| | WINGWALL | | | 0023 723-07161 15.540 m | 12000.00000 186480.00| | STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 1900 mm | | | 0024 801-04308 3.000 EACH| 310.00000 930.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06605 4.000 EACH| 265.00000 1060.00| | BARRICADE, IIIA | | | 0026 801-06606 1.000 EACH| 315.00000 315.00| | BARRICADE, IIIB | | | 0027 801-06625 20.000 EACH| 90.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 8.000 EACH| 105.00000 840.00| | CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH| 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP| 6000.00000 6000.00| | MAINTAINING TRAFFIC | | | 0031 802-03821 2.000 EACH| 170.00000 340.00| | SIGN, SHEET WITH LEGEND | | | 0032 802-96994 3.800 m | 16.00000 60.80| | SIGN POST, WOOD, 100 mm X 150 mm | | | 0033 808-06713 490.000 m | 1.00000 490.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0034 808-06714 360.000 m | 1.00000 360.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-75297 11.000 m | 20.00000 220.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 358,961.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 358,961.30| | 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