INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9074002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 424,837.90 100.0000% 2 35-1801998 CLR, INC. $ 494,368.64 116.3664% 3 35-1778543 DURCHOLZ EXCAVATING & CONSTRUCTION COMPANY, INC. $ 498,244.54 117.2787% 4 35-1496760 C C C OF EVANSVILLE $ 509,095.77 119.8329% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 557,871.20 131.3138% 6 35-1878024 RAGLE, INC. $ 593,133.99 139.6141% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 613,406.75 144.3860% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1778543 |FOERTSCH CONSTRUCTION |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1050.00000 12600.00| 1000.00000 12000.00| 900.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10800.00000 10800.00| 9500.00000 9500.00| 10800.00000 10800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 24300.00000 24300.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2100.00000 2100.00| 2400.00000 2400.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 138.500 m | 3.00000 415.50| 3.20000 443.20| 3.00000 415.50 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 12750.00000 12750.00| 28000.00000 28000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 175.400 m2 | 4.70000 824.38| 9.00000 1578.60| 9.35000 1639.99 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2555.000 m3 | 7.00000 17885.00| 8.25000 21078.75| 6.00000 15330.00 EXCAVATION, COMMON | | | 0009 203-02045 344.000 m3 | 3.50000 1204.00| 6.00000 2064.00| 7.00000 2408.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 977.000 m3 | 8.75000 8548.75| 6.00000 5862.00| 8.00000 7816.00 BORROW | | | 0011 203-51223 1322.000 m3 | 7.00000 9254.00| 11.25000 14872.50| 8.00000 10576.00 EXCAVATION, WATERWAY | | | 0012 205-02224 130.000 m | 6.75000 877.50| 6.75000 877.50| 5.00000 650.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1778543 |FOERTSCH CONSTRUCTION |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02229 92.000 m | 15.00000 1380.00| 12.85000 1182.20| 5.00000 460.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 20.000 m | 14.45000 289.00| 80.00000 1600.00| 15.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 3.000 EACH| 84.54000 253.62| 85.00000 255.00| 24.00000 72.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 211-02050 174.000 m3 | 21.00000 3654.00| 35.00000 6090.00| 11.00000 1914.00 B BORROW | | | 0017 211-02060 4.500 m3 | 25.00000 112.50| 65.00000 292.50| 15.00000 67.50 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 7.400 m3 | 115.00000 851.00| 175.00000 1295.00| 50.00000 370.00 FLOWABLE MORTAR | | | 0019 303-52308 800.000 Mg | 17.25000 13800.00| 19.70000 15760.00| 19.00000 15200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-52309 342.000 Mg | 20.50000 7011.00| 21.75000 7438.50| 23.00000 7866.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0021 305-05206 219.000 Mg | 49.00000 10731.00| 51.75000 11333.25| 54.00000 11826.00 WIDENING WITH HMA | | | 0022 401-04817 209.000 Mg | 49.00000 10241.00| 51.75000 10815.75| 55.00000 11495.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 401-04820 66.800 Mg | 54.00000 3607.20| 57.00000 3807.60| 60.00000 4008.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 401-04821 126.900 Mg | 54.60000 6928.74| 57.75000 7328.48| 60.00000 7614.00 HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0025 402-05495 147.100 Mg | 54.00000 7943.40| 57.00000 8384.70| 60.00000 8826.00 HMA WEDGE AND LEVEL | | | 0026 405-05517 1.400 Mg | 470.00000 658.00| 470.00000 658.00| 517.00000 723.80 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.000 Mg | 191.00000 191.00| 191.00000 191.00| 210.00000 210.00 ASPHALT FOR TACK COAT | | | 0028 407-04348 519.000 m2 | 3.45000 1790.55| 3.50000 1816.50| 3.80000 1972.20 SEAL COAT, 2 | | | 0029 501-05090 155.100 m2 | 50.00000 7755.00| 60.00000 9306.00| 93.00000 14424.30 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| 1270.00000 5080.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH| 1595.00000 1595.00| 1675.00000 1675.00| 1595.00000 1595.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1778543 |FOERTSCH CONSTRUCTION |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-05071 1.000 EACH| 1595.00000 1595.00| 1675.00000 1675.00| 1595.00000 1595.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0033 601-99105 168.000 m | 42.50000 7140.00| 45.00000 7560.00| 42.50000 7140.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 16.000 EACH| 9.95000 159.20| 10.50000 168.00| 9.95000 159.20 BARRIER DELINEATOR | | | 0035 610-05527 96.900 Mg | 84.00000 8139.60| 88.75000 8599.88| 109.00000 10562.10 HMA FOR APPROACHES | | | 0036 615-06490 23.000 EACH| 85.00000 1955.00| 90.00000 2070.00| 85.00000 1955.00 RIGHT OF WAY MARKER | | | 0037 615-06505 1.000 EACH| 395.00000 395.00| 425.00000 425.00| 395.00000 395.00 MONUMENT, B | | | 0038 616-02320 1388.000 m2 | 2.00000 2776.00| 3.20000 4441.60| 3.00000 4164.00 GEOTEXTILES | | | 0039 616-06405 1319.200 Mg | 19.80000 26120.16| 17.00000 22426.40| 20.00000 26384.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01743 36.000 kg | 9.35000 336.60| 9.90000 356.40| 11.00000 396.00 SEED MIXTURE, GRASS, 2 | | | 0042 621-06545 0.800 Mg | 660.00000 528.00| 700.00000 560.00| 700.00000 560.00 FERTILIZER | | | 0043 621-06548 5.400 kg | 44.00000 237.60| 46.50000 251.10| 44.00000 237.60 SEED MIXTURE, CV | | | 0044 621-06553 110.000 kg | 8.80000 968.00| 9.35000 1028.50| 9.00000 990.00 SEED MIXTURE, R | | | 0045 621-06565 3.900 Mg | 610.00000 2379.00| 645.00000 2515.50| 450.00000 1755.00 MULCHING MATERIAL | | | 0046 621-06567 12.700 kL | 1.00000 12.70| 1.00000 12.70| 1.50000 19.05 WATER | | | 0047 621-06574 699.200 m2 | 3.75000 2622.00| 4.00000 2796.80| 6.57000 4593.74 SODDING | | | 0048 622-52436 4.000 EACH| 24.00000 96.00| 25.00000 100.00| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 70.000 EACH| 11.45000 801.50| 12.00000 840.00| 22.00000 1540.00 SEEDLING | | | 0050 622-98200 4.000 EACH| 24.00000 96.00| 25.00000 100.00| 22.00000 88.00 SIGN, DO NOT DISTURB | | | 0051 701-51195 192.000 m | 80.36000 15429.12| 95.00000 18240.00| 120.00000 23040.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1778543 |FOERTSCH CONSTRUCTION |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 701-91792 20.000 EACH| 98.00000 1960.00| 152.00000 3040.00| 175.00000 3500.00 PILE TIP, STEEL H | | | 0053 701-97874 70.000 m | 150.00000 10500.00| 260.00000 18200.00| 360.00000 25200.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0054 703-51030 12352.000 kg | 1.20000 14822.40| 1.10000 13587.20| 0.80000 9881.60 REINFORCING STEEL | | | 0055 703-51032 13398.000 kg | 1.30000 17417.40| 1.86000 24920.28| 1.30000 17417.40 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 179.000 m3 | 450.00000 80550.00| 545.00000 97555.00| 450.00000 80550.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1150.00000 4600.00| 975.00000 3900.00| 750.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 15.400 m3 | 500.00000 7700.00| 525.00000 8085.00| 800.00000 12320.00 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 3115.00000 3115.00| 2600.00000 2600.00| 3115.00000 3115.00 SURFACE SEAL | | | 0060 715-07276 23.500 m | 138.58000 3256.63| 125.00000 2937.50| 120.00000 2820.00 PIPE, GROUP A, 1.63 mm, 900 mm | | | 0061 715-10050 30.000 m | 67.57000 2027.10| 60.00000 1800.00| 55.00000 1650.00 PIPE, GROUP D, 1.63 mm, 450 mm | | | 0062 715-44275 66.000 m | 9.75000 643.50| 32.00000 2112.00| 18.00000 1188.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0063 715-46010 4.000 EACH| 250.00000 1000.00| 165.00000 660.00| 154.00000 616.00 PIPE END SECTION, 450 mm | | | 0064 715-46040 2.000 EACH| 612.75000 1225.50| 900.00000 1800.00| 862.00000 1724.00 PIPE END SECTION, 900 mm | | | 0065 718-34000 407.000 m | 14.77000 6011.39| 8.00000 3256.00| 20.00000 8140.00 PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0066 718-52610 92.000 m3 | 30.75000 2829.00| 49.00000 4508.00| 30.00000 2760.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 745.000 m2 | 2.00000 1490.00| 0.75000 558.75| 3.00000 2235.00 GEOTEXTILES FOR UNDERDRAIN | | | 0068 719-35000 30.000 m | 23.75000 712.50| 8.00000 240.00| 15.00000 450.00 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0069 719-35005 30.000 m | 28.71000 861.30| 10.00000 300.00| 20.00000 600.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0070 719-35010 30.000 m | 34.40000 1032.00| 12.00000 360.00| 25.00000 750.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1778543 |FOERTSCH CONSTRUCTION |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06605 8.000 EACH| 175.00000 1400.00| 185.00000 1480.00| 175.00000 1400.00 BARRICADE, IIIA | | | 0072 801-06606 4.000 EACH| 225.00000 900.00| 240.00000 960.00| 225.00000 900.00 BARRICADE, IIIB | | | 0073 801-06625 12.000 EACH| 88.00000 1056.00| 95.00000 1140.00| 88.00000 1056.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 16.000 EACH| 100.00000 1600.00| 105.00000 1680.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 6.000 EACH| 40.00000 240.00| 40.00000 240.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0077 804-06770 18.000 EACH| 18.00000 324.00| 19.00000 342.00| 18.00000 324.00 DELINEATOR POST | | | 0078 808-06713 900.000 m | 0.92000 828.00| 1.00000 900.00| 0.92000 828.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06714 650.000 m | 0.92000 598.00| 1.00000 650.00| 0.92000 598.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0080 808-75035 8.000 m | 6.32000 50.56| 6.75000 54.00| 6.32000 50.56 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0081 601-06037 2.000 EACH| 575.00000 1150.00| 625.00000 1250.00| 575.00000 1150.00 GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 424,837.90| $ 494,368.64| $ 498,244.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,837.90| $ 494,368.64| $ 498,244.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1496760 |(5) 35-1009310 |(6) 35-1878024 |C C C OF EVANSVILLE |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1207.50000 14490.00| 1835.00000 22020.00| 1000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10376.96000 10376.96| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24189.90000 24189.90| 27000.00000 27000.00| 29550.00000 29550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14680.00000 14680.00| 3500.00000 3500.00| 2800.00000 2800.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 138.500 m | 7.10000 983.35| 7.00000 969.50| 7.00000 969.50 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 21509.67000 21509.67| 17920.00000 17920.00| 68000.00000 68000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 175.400 m2 | 4.94000 866.48| 8.20000 1438.28| 9.00000 1578.60 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2555.000 m3 | 9.98000 25498.90| 11.70000 29893.50| 12.50000 31937.50 EXCAVATION, COMMON | | | 0009 203-02045 344.000 m3 | 11.29000 3883.76| 18.00000 6192.00| 3.50000 1204.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 977.000 m3 | 20.37000 19901.49| 19.40000 18953.80| 15.00000 14655.00 BORROW | | | 0011 203-51223 1322.000 m3 | 4.91000 6491.02| 14.30000 18904.60| 6.50000 8593.00 EXCAVATION, WATERWAY | | | 0012 205-02224 130.000 m | 14.18000 1843.40| 7.50000 975.00| 6.00000 780.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 92.000 m | 20.23000 1861.16| 13.60000 1251.20| 15.00000 1380.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 20.000 m | 57.75000 1155.00| 69.00000 1380.00| 40.00000 800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 3.000 EACH| 78.75000 236.25| 90.00000 270.00| 70.00000 210.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 211-02050 174.000 m3 | 16.28000 2832.72| 34.00000 5916.00| 20.00000 3480.00 B BORROW | | | 0017 211-02060 4.500 m3 | 30.45000 137.03| 34.00000 153.00| 50.00000 225.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 7.400 m3 | 142.23000 1052.50| 195.00000 1443.00| 250.00000 1850.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1496760 |(5) 35-1009310 |(6) 35-1878024 |C C C OF EVANSVILLE |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 800.000 Mg | 18.11000 14488.00| 20.40000 16320.00| 16.00000 12800.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-52309 342.000 Mg | 21.53000 7363.26| 20.40000 6976.80| 19.00000 6498.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0021 305-05206 219.000 Mg | 51.45000 11267.55| 51.90000 11366.10| 70.00000 15330.00 WIDENING WITH HMA | | | 0022 401-04817 209.000 Mg | 51.45000 10753.05| 51.90000 10847.10| 49.00000 10241.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 401-04820 66.800 Mg | 56.70000 3787.56| 57.20000 3820.96| 54.00000 3607.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 401-04821 126.900 Mg | 57.33000 7275.18| 57.20000 7258.68| 54.60000 6928.74 HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0025 402-05495 147.100 Mg | 56.70000 8340.57| 57.20000 8414.12| 54.00000 7943.40 HMA WEDGE AND LEVEL | | | 0026 405-05517 1.400 Mg | 493.50000 690.90| 510.00000 714.00| 470.00000 658.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.000 Mg | 200.55000 200.55| 230.00000 230.00| 191.00000 191.00 ASPHALT FOR TACK COAT | | | 0028 407-04348 519.000 m2 | 3.62000 1878.78| 3.70000 1920.30| 3.45000 1790.55 SEAL COAT, 2 | | | 0029 501-05090 155.100 m2 | 58.93000 9140.04| 52.00000 8065.20| 60.00000 9306.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 601-01522 4.000 EACH| 1094.10000 4376.40| 1400.00000 5600.00| 1160.00000 4640.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH| 1559.25000 1559.25| 1930.00000 1930.00| 1555.00000 1555.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-05071 1.000 EACH| 1559.25000 1559.25| 1930.00000 1930.00| 1555.00000 1555.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0033 601-99105 168.000 m | 35.70000 5997.60| 41.00000 6888.00| 31.65000 5317.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 16.000 EACH| 7.35000 117.60| 11.00000 176.00| 5.00000 80.00 BARRIER DELINEATOR | | | 0035 610-05527 96.900 Mg | 88.20000 8546.58| 89.00000 8624.10| 84.00000 8139.60 HMA FOR APPROACHES | | | 0036 615-06490 23.000 EACH| 90.38000 2078.74| 150.00000 3450.00| 100.00000 2300.00 RIGHT OF WAY MARKER | | | 0037 615-06505 1.000 EACH| 414.75000 414.75| 520.00000 520.00| 350.00000 350.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1496760 |(5) 35-1009310 |(6) 35-1878024 |C C C OF EVANSVILLE |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 1388.000 m2 | 3.16000 4386.08| 2.60000 3608.80| 1.70000 2359.60 GEOTEXTILES | | | 0039 616-06405 1319.200 Mg | 18.72000 24695.42| 28.00000 36937.60| 18.00000 23745.60 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 682.50000 1365.00| 680.00000 1360.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01743 36.000 kg | 9.82000 353.52| 9.70000 349.20| 9.35000 336.60 SEED MIXTURE, GRASS, 2 | | | 0042 621-06545 0.800 Mg | 693.00000 554.40| 700.00000 560.00| 660.00000 528.00 FERTILIZER | | | 0043 621-06548 5.400 kg | 46.20000 249.48| 47.00000 253.80| 44.00000 237.60 SEED MIXTURE, CV | | | 0044 621-06553 110.000 kg | 9.24000 1016.40| 9.00000 990.00| 8.80000 968.00 SEED MIXTURE, R | | | 0045 621-06565 3.900 Mg | 640.50000 2497.95| 640.00000 2496.00| 610.00000 2379.00 MULCHING MATERIAL | | | 0046 621-06567 12.700 kL | 1.05000 13.34| 1.00000 12.70| 1.00000 12.70 WATER | | | 0047 621-06574 699.200 m2 | 5.25000 3670.80| 4.00000 2796.80| 3.75000 2622.00 SODDING | | | 0048 622-52436 4.000 EACH| 25.20000 100.80| 28.00000 112.00| 24.00000 96.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 70.000 EACH| 12.02000 841.40| 13.00000 910.00| 6.00000 420.00 SEEDLING | | | 0050 622-98200 4.000 EACH| 21.00000 84.00| 28.00000 112.00| 20.00000 80.00 SIGN, DO NOT DISTURB | | | 0051 701-51195 192.000 m | 109.67000 21056.64| 138.00000 26496.00| 110.00000 21120.00 PILE, STEEL H, HP 310 X 79 | | | 0052 701-91792 20.000 EACH| 97.31000 1946.20| 107.00000 2140.00| 125.00000 2500.00 PILE TIP, STEEL H | | | 0053 701-97874 70.000 m | 257.45000 18021.50| 248.00000 17360.00| 350.00000 24500.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0054 703-51030 12352.000 kg | 1.48000 18280.96| 1.34000 16551.68| 1.60000 19763.20 REINFORCING STEEL | | | 0055 703-51032 13398.000 kg | 1.61000 21570.78| 1.56000 20900.88| 1.80000 24116.40 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 179.000 m3 | 425.69000 76198.51| 504.00000 90216.00| 750.00000 134250.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 884.99000 3539.96| 1480.00000 5920.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1496760 |(5) 35-1009310 |(6) 35-1878024 |C C C OF EVANSVILLE |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 706-51020 15.400 m3 | 423.82000 6526.83| 490.00000 7546.00| 500.00000 7700.00 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 3778.62000 3778.62| 3130.00000 3130.00| 2000.00000 2000.00 SURFACE SEAL | | | 0060 715-07276 23.500 m | 162.66000 3822.51| 106.00000 2491.00| 100.00000 2350.00 PIPE, GROUP A, 1.63 mm, 900 mm | | | 0061 715-10050 30.000 m | 78.75000 2362.50| 53.00000 1590.00| 60.00000 1800.00 PIPE, GROUP D, 1.63 mm, 450 mm | | | 0062 715-44275 66.000 m | 34.65000 2286.90| 28.00000 1848.00| 18.00000 1188.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0063 715-46010 4.000 EACH| 236.25000 945.00| 425.00000 1700.00| 215.00000 860.00 PIPE END SECTION, 450 mm | | | 0064 715-46040 2.000 EACH| 677.25000 1354.50| 735.00000 1470.00| 600.00000 1200.00 PIPE END SECTION, 900 mm | | | 0065 718-34000 407.000 m | 34.65000 14102.55| 26.00000 10582.00| 9.50000 3866.50 PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0066 718-52610 92.000 m3 | 32.55000 2994.60| 36.00000 3312.00| 22.00000 2024.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 745.000 m2 | 2.10000 1564.50| 2.30000 1713.50| 1.60000 1192.00 GEOTEXTILES FOR UNDERDRAIN | | | 0068 719-35000 30.000 m | 16.80000 504.00| 4.00000 120.00| 20.00000 600.00 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0069 719-35005 30.000 m | 19.95000 598.50| 4.50000 135.00| 25.00000 750.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0070 719-35010 30.000 m | 25.20000 756.00| 5.00000 150.00| 30.00000 900.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0071 801-06605 8.000 EACH| 183.75000 1470.00| 105.00000 840.00| 95.00000 760.00 BARRICADE, IIIA | | | 0072 801-06606 4.000 EACH| 236.25000 945.00| 145.00000 580.00| 135.00000 540.00 BARRICADE, IIIB | | | 0073 801-06625 12.000 EACH| 92.40000 1108.80| 85.00000 1020.00| 79.00000 948.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 16.000 EACH| 105.00000 1680.00| 105.00000 1680.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 6.000 EACH| 42.00000 252.00| 30.00000 180.00| 25.00000 150.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 6727.00000 6727.00| 6500.00000 6500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0077 804-06770 18.000 EACH| 15.75000 283.50| 21.00000 378.00| 17.00000 306.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1496760 |(5) 35-1009310 |(6) 35-1878024 |C C C OF EVANSVILLE |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06713 900.000 m | 0.97000 873.00| 0.70000 630.00| 0.57000 513.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06714 650.000 m | 0.97000 630.50| 0.70000 455.00| 0.57000 370.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0080 808-75035 8.000 m | 6.64000 53.12| 12.00000 96.00| 11.00000 88.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0081 601-06037 2.000 EACH| 603.75000 1207.50| 705.00000 1410.00| 565.00000 1130.00 GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 509,095.77| $ 557,871.20| $ 593,133.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 509,095.77| $ 557,871.20| $ 593,133.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |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 105-06790 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30500.00000 30500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3050.00000 3050.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 138.500 m | 13.00000 1800.50| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 36900.00000 36900.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 175.400 m2 | 14.00000 2455.60| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 2555.000 m3 | 10.00000 25550.00| | EXCAVATION, COMMON | | | 0009 203-02045 344.000 m3 | 11.25000 3870.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 977.000 m3 | 20.50000 20028.50| | BORROW | | | 0011 203-51223 1322.000 m3 | 7.50000 9915.00| | EXCAVATION, WATERWAY | | | 0012 205-02224 130.000 m | 7.00000 910.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 92.000 m | 13.00000 1196.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 20.000 m | 58.00000 1160.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 3.000 EACH| 88.00000 264.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 211-02050 174.000 m3 | 16.00000 2784.00| | B BORROW | | | 0017 211-02060 4.500 m3 | 30.00000 135.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 7.400 m3 | 350.00000 2590.00| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 800.000 Mg | 20.00000 16000.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-52309 342.000 Mg | 27.50000 9405.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0021 305-05206 219.000 Mg | 60.00000 13140.00| | WIDENING WITH HMA | | | 0022 401-04817 209.000 Mg | 50.00000 10450.00| | HMA BASE 25.0 mm, MAINLINE | | | 0023 401-04820 66.800 Mg | 55.00000 3674.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 401-04821 126.900 Mg | 75.00000 9517.50| | HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0025 402-05495 147.100 Mg | 80.00000 11768.00| | HMA WEDGE AND LEVEL | | | 0026 405-05517 1.400 Mg | 850.00000 1190.00| | ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.000 Mg | 135.00000 135.00| | ASPHALT FOR TACK COAT | | | 0028 407-04348 519.000 m2 | 6.75000 3503.25| | SEAL COAT, 2 | | | 0029 501-05090 155.100 m2 | 85.00000 13183.50| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-05071 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0033 601-99105 168.000 m | 33.00000 5544.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 16.000 EACH| 7.00000 112.00| | BARRIER DELINEATOR | | | 0035 610-05527 96.900 Mg | 75.00000 7267.50| | HMA FOR APPROACHES | | | 0036 615-06490 23.000 EACH| 105.00000 2415.00| | RIGHT OF WAY MARKER | | | 0037 615-06505 1.000 EACH| 385.00000 385.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 1388.000 m2 | 2.00000 2776.00| | GEOTEXTILES | | | 0039 616-06405 1319.200 Mg | 17.50000 23086.00| | RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 675.00000 1350.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01743 36.000 kg | 9.50000 342.00| | SEED MIXTURE, GRASS, 2 | | | 0042 621-06545 0.800 Mg | 675.00000 540.00| | FERTILIZER | | | 0043 621-06548 5.400 kg | 46.00000 248.40| | SEED MIXTURE, CV | | | 0044 621-06553 110.000 kg | 9.00000 990.00| | SEED MIXTURE, R | | | 0045 621-06565 3.900 Mg | 625.00000 2437.50| | MULCHING MATERIAL | | | 0046 621-06567 12.700 kL | 1.00000 12.70| | WATER | | | 0047 621-06574 699.200 m2 | 5.00000 3496.00| | SODDING | | | 0048 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 70.000 EACH| 12.00000 840.00| | SEEDLING | | | 0050 622-98200 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT DISTURB | | | 0051 701-51195 192.000 m | 140.00000 26880.00| | PILE, STEEL H, HP 310 X 79 | | | 0052 701-91792 20.000 EACH| 145.00000 2900.00| | PILE TIP, STEEL H | | | 0053 701-97874 70.000 m | 400.00000 28000.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0054 703-51030 12352.000 kg | 1.50000 18528.00| | REINFORCING STEEL | | | 0055 703-51032 13398.000 kg | 1.60000 21436.80| | REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 179.000 m3 | 775.00000 138725.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 706-51020 15.400 m3 | 550.00000 8470.00| | CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 2400.00000 2400.00| | SURFACE SEAL | | | 0060 715-07276 23.500 m | 160.00000 3760.00| | PIPE, GROUP A, 1.63 mm, 900 mm | | | 0061 715-10050 30.000 m | 80.00000 2400.00| | PIPE, GROUP D, 1.63 mm, 450 mm | | | 0062 715-44275 66.000 m | 35.00000 2310.00| | PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0063 715-46010 4.000 EACH| 240.00000 960.00| | PIPE END SECTION, 450 mm | | | 0064 715-46040 2.000 EACH| 675.00000 1350.00| | PIPE END SECTION, 900 mm | | | 0065 718-34000 407.000 m | 35.00000 14245.00| | PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0066 718-52610 92.000 m3 | 32.50000 2990.00| | AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 745.000 m2 | 2.10000 1564.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0068 719-35000 30.000 m | 16.00000 480.00| | PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0069 719-35005 30.000 m | 19.00000 570.00| | PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0070 719-35010 30.000 m | 24.00000 720.00| | PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0071 801-06605 8.000 EACH| 100.00000 800.00| | BARRICADE, IIIA | | | 0072 801-06606 4.000 EACH| 140.00000 560.00| | BARRICADE, IIIB | | | 0073 801-06625 12.000 EACH| 80.00000 960.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 16.000 EACH| 100.00000 1600.00| | CONSTRUCTION SIGN, A | | | 0075 801-06645 6.000 EACH| 25.00000 150.00| | CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0077 804-06770 18.000 EACH| 18.00000 324.00| | DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/99 PAGE : 310 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,553.71 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : B -23933-A COUNTIES : SPENCER LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06713 900.000 m | 0.59000 531.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06714 650.000 m | 0.59000 383.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0080 808-75035 8.000 m | 11.50000 92.00| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0081 601-06037 2.000 EACH| 600.00000 1200.00| | GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 613,406.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 613,406.75| | ====================================================================================================================================