INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,228.20 ROUTE : US 6 CALL ORDER : 300 CONTRACT ID : B -23929-A COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2126018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION COMPANY $ 202,229.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 255,232.89 126.2098% 3 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 261,443.61 129.2809% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 315,211.68 155.8686% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 335,187.50 165.7465% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE RECONSTRUCTION | | | 0001 105-01925 8.000 MOS | 885.00000 7080.00| 2000.00000 16000.00| 1465.02000 11720.16 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7276.74000 7276.74| 3300.00000 3300.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11815.00000 11815.00| 13000.00000 13000.00| 12163.78000 12163.78 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 7138.42000 7138.42 CLEARING RIGHT OF WAY | | | 0005 202-02241 143.000 m | 8.80000 1258.40| 11.90000 1701.70| 11.90000 1701.70 GUARDRAIL, REMOVE | | | 0006 202-74045 3.000 EACH| 55.00000 165.00| 35.00000 105.00| 35.00000 105.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 770.000 m3 | 14.25000 10972.50| 10.00000 7700.00| 13.09000 10079.30 EXCAVATION, COMMON | | | 0008 203-02070 110.000 m3 | 18.25000 2007.50| 15.00000 1650.00| 18.36000 2019.60 BORROW | | | 0009 205-02224 50.000 m | 7.20000 360.00| 9.85000 492.50| 9.85000 492.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 9.000 m | 14.00000 126.00| 45.00000 405.00| 45.00000 405.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 254.000 m3 | 64.00000 16256.00| 100.00000 25400.00| 118.76000 30165.04 EXCAVATION, WET | | | 0012 206-51225 120.000 m3 | 7.30000 876.00| 15.00000 1800.00| 17.28000 2073.60 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,228.20 ROUTE : US 6 CALL ORDER : 300 CONTRACT ID : B -23929-A COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 815.000 Mg | 14.92000 12159.80| 15.00000 12225.00| 17.41000 14189.15 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 401-04824 139.000 Mg | 56.00000 7784.00| 50.00000 6950.00| 51.00000 7089.00 HMA BASE 25.0 mm, SHOULDER | | | 0015 601-01839 1.000 EACH| 1555.00000 1555.00| 1555.00000 1555.00| 1555.00000 1555.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0016 601-06037 3.000 EACH| 565.00000 1695.00| 565.00000 1695.00| 565.00000 1695.00 GUARDRAIL END TREATMENT, I | | | 0017 601-99105 310.500 m | 31.90000 9904.95| 31.90000 9904.95| 31.90000 9904.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 611-95023 1.000 EACH| 110.00000 110.00| 150.00000 150.00| 85.00000 85.00 MAILBOX ASSEMBLY, RESET | | | 0019 616-02320 111.000 m2 | 3.75000 416.25| 4.00000 444.00| 5.23000 580.53 GEOTEXTILES | | | 0020 616-06405 75.000 Mg | 22.75000 1706.25| 28.00000 2100.00| 31.87000 2390.25 RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 3110.000 m2 | 0.55000 1710.50| 0.55000 1710.50| 0.55000 1710.50 MULCHED SEEDING, R | | | 0023 621-06567 10.700 kL | 1.00000 10.70| 1.00000 10.70| 1.00000 10.70 WATER | | | 0024 621-06574 592.000 m2 | 3.90000 2308.80| 3.90000 2308.80| 3.90000 2308.80 SODDING | | | 0025 702-51005 77.000 m3 | 800.00000 61600.00| 1000.00000 77000.00| 1342.40000 103364.80 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 47.600 m3 | 250.00000 11900.00| 400.00000 19040.00| 317.48000 15112.05 CONCRETE, B, FOOTINGS | | | 0027 702-51863 190.000 EACH| 7.95000 1510.50| 15.00000 2850.00| 7.89000 1499.10 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 6706.000 kg | 1.66000 11131.96| 1.50000 10059.00| 1.22000 8181.32 REINFORCING STEEL | | | 0029 708-51806 1.000 m2 | 235.00000 235.00| 400.00000 400.00| 648.23000 648.23 REPOINTING MASONRY | | | 0030 709-51821 LUMP| 1500.00000 1500.00| 600.00000 600.00| 511.50000 511.50 SURFACE SEAL | | | 0031 801-01093 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,228.20 ROUTE : US 6 CALL ORDER : 300 CONTRACT ID : B -23929-A COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 801-06640 6.000 EACH| 79.00000 474.00| 79.00000 474.00| 79.00000 474.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 7870.00000 7870.00| 16748.59000 16748.59| 6316.48000 6316.48 MAINTAINING TRAFFIC | | | 0034 802-02489 9.000 m | 50.35000 453.15| 50.35000 453.15| 50.35000 453.15 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | SECTION TOTALS | $ 202,229.00| $ 255,232.89| $ 261,443.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,229.00| $ 255,232.89| $ 261,443.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,228.20 ROUTE : US 6 CALL ORDER : 300 CONTRACT ID : B -23929-A COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE RECONSTRUCTION | | | 0001 105-01925 8.000 MOS | 1625.00000 13000.00| 1890.00000 15120.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6527.70000 6527.70| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 64356.84000 64356.84| 16400.00000 16400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10586.00000 10586.00| 13800.00000 13800.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 143.000 m | 11.90000 1701.70| 11.90000 1701.70| GUARDRAIL, REMOVE | | | 0006 202-74045 3.000 EACH| 35.00000 105.00| 35.00000 105.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 770.000 m3 | 20.06000 15446.20| 11.50000 8855.00| EXCAVATION, COMMON | | | 0008 203-02070 110.000 m3 | 14.04000 1544.40| 38.00000 4180.00| BORROW | | | 0009 205-02224 50.000 m | 9.85000 492.50| 9.85000 492.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 9.000 m | 45.00000 405.00| 45.00000 405.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 254.000 m3 | 24.78000 6294.12| 105.00000 26670.00| EXCAVATION, WET | | | 0012 206-51225 120.000 m3 | 21.34000 2560.80| 15.00000 1800.00| EXCAVATION, DRY | | | 0013 303-52308 815.000 Mg | 13.77000 11222.55| 26.70000 21760.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 401-04824 139.000 Mg | 100.00000 13900.00| 51.00000 7089.00| HMA BASE 25.0 mm, SHOULDER | | | 0015 601-01839 1.000 EACH| 1555.00000 1555.00| 1555.00000 1555.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0016 601-06037 3.000 EACH| 656.00000 1968.00| 565.00000 1695.00| GUARDRAIL END TREATMENT, I | | | 0017 601-99105 310.500 m | 31.90000 9904.95| 31.90000 9904.95| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 611-95023 1.000 EACH| 100.00000 100.00| 59.00000 59.00| MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,228.20 ROUTE : US 6 CALL ORDER : 300 CONTRACT ID : B -23929-A COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 616-02320 111.000 m2 | 5.47000 607.17| 6.40000 710.40| GEOTEXTILES | | | 0020 616-06405 75.000 Mg | 38.42000 2881.50| 24.00000 1800.00| RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 3110.000 m2 | 0.55000 1710.50| 0.55000 1710.50| MULCHED SEEDING, R | | | 0023 621-06567 10.700 kL | 1.00000 10.70| 1.00000 10.70| WATER | | | 0024 621-06574 592.000 m2 | 3.90000 2308.80| 3.90000 2308.80| SODDING | | | 0025 702-51005 77.000 m3 | 1175.57000 90518.89| 1515.00000 116655.00| CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 47.600 m3 | 286.44000 13634.54| 410.00000 19516.00| CONCRETE, B, FOOTINGS | | | 0027 702-51863 190.000 EACH| 6.04000 1147.60| 11.30000 2147.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 6706.000 kg | 1.64000 10997.84| 1.55000 10394.30| REINFORCING STEEL | | | 0029 708-51806 1.000 m2 | 812.87000 812.87| 705.00000 705.00| REPOINTING MASONRY | | | 0030 709-51821 LUMP| 1120.00000 1120.00| 1710.00000 1710.00| SURFACE SEAL | | | 0031 801-01093 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0032 801-06640 6.000 EACH| 79.00000 474.00| 79.00000 474.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 24863.36000 24863.36| 38500.00000 38500.00| MAINTAINING TRAFFIC | | | 0034 802-02489 9.000 m | 50.35000 453.15| 50.35000 453.15| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | SECTION TOTALS | $ 315,211.68| $ 335,187.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,211.68| $ 335,187.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,517.50 ROUTE : I-70 CALL ORDER : 320 CONTRACT ID : B -24144-A COUNTIES : HENDRICKS LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 070200D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 21,789.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 25,486.00 116.9632% 3 35-1801998 CLR, INC. $ 28,072.50 128.8335% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 30,633.00 140.5844% 5 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 38,081.25 174.7668% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1917625 |(3) 35-1801998 |ERBER & MILLIGAN CONSTUCTION|MILESTONE CONTRACTORS, L.P. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE JOINT REPAIR | | | 0001 703-51032 100.000 LBS | 1.00000 100.00| 2.00000 200.00| 10.00000 1000.00 REINFORCING STEEL, EPOXY COATED | | | 0002 704-51002 4.500 CYS | 2000.00000 9000.00| 600.00000 2700.00| 590.00000 2655.00 CONCRETE, C, SUPERSTRUCTURE | | | 0003 724-03276 135.500 LFT | 44.50000 6029.75| 125.00000 16937.50| 161.00000 21815.50 EXPANSION JOINT SEALING SYSTEM | | | 0004 801-04308 2.000 EACH| 200.00000 400.00| 131.75000 263.50| 136.00000 272.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0005 801-06606 6.000 EACH| 60.00000 360.00| 42.50000 255.00| 45.00000 270.00 BARRICADE, IIIB | | | 0006 801-06640 12.000 EACH| 75.00000 900.00| 52.50000 630.00| 55.00000 660.00 CONSTRUCTION SIGN, A | | | 0007 940-01001 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 1400.00000 1400.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 21,789.75| $ 25,486.00| $ 28,072.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,789.75| $ 25,486.00| $ 28,072.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,517.50 ROUTE : I-70 CALL ORDER : 320 CONTRACT ID : B -24144-A COUNTIES : HENDRICKS LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE JOINT REPAIR | | | 0001 703-51032 100.000 LBS | 5.00000 500.00| 7.25000 725.00| REINFORCING STEEL, EPOXY COATED | | | 0002 704-51002 4.500 CYS | 1000.00000 4500.00| 4400.00000 19800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0003 724-03276 135.500 LFT | 150.00000 20325.00| 107.50000 14566.25| EXPANSION JOINT SEALING SYSTEM | | | 0004 801-04308 2.000 EACH| 150.00000 300.00| 125.00000 250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0005 801-06606 6.000 EACH| 48.00000 288.00| 40.00000 240.00| BARRICADE, IIIB | | | 0006 801-06640 12.000 EACH| 60.00000 720.00| 50.00000 600.00| CONSTRUCTION SIGN, A | | | 0007 940-01001 LUMP| 4000.00000 4000.00| 1900.00000 1900.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 30,633.00| $ 38,081.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,633.00| $ 38,081.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,200.00 ROUTE : SR 61 CALL ORDER : 330 CONTRACT ID : B -24297-A COUNTIES : KNOX LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 024200U SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 21,922.00 100.0000% 2 35-1778543 DURCHOLZ EXCAVATING & CONSTRUCTION COMPANY, INC. $ 28,720.00 131.0099% 3 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 29,880.00 136.3014% 4 35-1878024 RAGLE, INC. $ 30,910.50 141.0021% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 36,825.00 167.9819% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1778543 |(3) 35-1763075 |CLR, INC. |DURCHOLZ EXCAVATING & CONSTU|NAAS BROTHERS TRUCKING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE RAILING REPAIR | | | 0001 110-01001 LUMP| 1100.00000 1100.00| 5000.00000 5000.00| 4250.00000 4250.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 7900.00000 7900.00| 7000.00000 7000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0003 602-06646 30.000 LFT | 30.00000 900.00| 100.00000 3000.00| 100.00000 3000.00 TEMPORARY CONCRETE BARRIER | | | 0004 703-51032 150.000 LBS | 6.00000 900.00| 2.00000 300.00| 8.00000 1200.00 REINFORCING STEEL, EPOXY COATED | | | 0005 704-51002 0.700 CYS | 990.00000 693.00| 400.00000 280.00| 6000.00000 4200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0006 706-51025 11.000 LFT | 275.00000 3025.00| 900.00000 9900.00| 150.00000 1650.00 CONCRETE, C, RAILING | | | 0007 709-51821 LUMP| 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SURFACE SEAL | | | 0008 725-51875 12.000 SFT | 77.00000 924.00| 50.00000 600.00| 40.00000 480.00 CONCRETE, A, PATCHING | | | 0009 801-06640 8.000 EACH| 55.00000 440.00| 50.00000 400.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 30.000 DAY | 18.00000 540.00| 18.00000 540.00| 50.00000 1500.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 5000.00000 5000.00| 1200.00000 1200.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 21,922.00| $ 28,720.00| $ 29,880.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,922.00| $ 28,720.00| $ 29,880.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,200.00 ROUTE : SR 61 CALL ORDER : 330 CONTRACT ID : B -24297-A COUNTIES : KNOX LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |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 RAILING REPAIR | | | 0001 110-01001 LUMP| 1580.00000 1580.00| 1800.00000 1800.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 19760.00000 19760.00| 11500.00000 11500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0003 602-06646 30.000 LFT | 60.00000 1800.00| 200.00000 6000.00| TEMPORARY CONCRETE BARRIER | | | 0004 703-51032 150.000 LBS | 2.85000 427.50| 3.50000 525.00| REINFORCING STEEL, EPOXY COATED | | | 0005 704-51002 0.700 CYS | 4200.00000 2940.00| 5000.00000 3500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0006 706-51025 11.000 LFT | 185.00000 2035.00| 250.00000 2750.00| CONCRETE, C, RAILING | | | 0007 709-51821 LUMP| 100.00000 100.00| 1800.00000 1800.00| SURFACE SEAL | | | 0008 725-51875 12.000 SFT | 14.00000 168.00| 150.00000 1800.00| CONCRETE, A, PATCHING | | | 0009 801-06640 8.000 EACH| 100.00000 800.00| 300.00000 2400.00| CONSTRUCTION SIGN, A | | | 0010 801-06710 30.000 DAY | 10.00000 300.00| 25.00000 750.00| FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 30,910.50| $ 36,825.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,910.50| $ 36,825.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,733.66 ROUTE : CR 100S CALL ORDER : 340 CONTRACT ID : B -24450-A COUNTIES : ADAMS LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9901013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 311,282.11 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 318,944.84 102.4616% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 424,748.13 136.4511% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, 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 9.000 MOS | 1046.34000 9417.06| 800.00000 7200.00| 1550.00000 13950.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4980.56000 4980.56| 4620.00000 4620.00| 5900.00000 5900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15564.10000 15564.10| 17000.00000 17000.00| 21300.00000 21300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3471.40000 3471.40| 7500.00000 7500.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18179.40000 18179.40| 14800.00000 14800.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 560.000 m3 | 14.27000 7991.20| 12.00000 6720.00| 10.45000 5852.00 EXCAVATION, COMMON | | | 0007 203-02070 1065.000 m3 | 14.35000 15282.75| 17.85000 19010.25| 24.80000 26412.00 BORROW | | | 0008 205-02224 65.000 m | 9.00000 585.00| 9.45000 614.25| 9.00000 585.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 75.000 m | 7.70000 577.50| 8.10000 607.50| 7.70000 577.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 44.000 m | 31.02000 1364.88| 26.25000 1155.00| 96.00000 4224.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 206-51215 50.000 m3 | 115.94000 5797.00| 80.00000 4000.00| 75.00000 3750.00 EXCAVATION, X | | | 0012 206-51220 80.000 m3 | 210.50000 16840.00| 100.00000 8000.00| 65.00000 5200.00 EXCAVATION, WET | | | 0013 206-51230 7.000 m3 | 16.83000 117.81| 10.00000 70.00| 46.00000 322.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,733.66 ROUTE : CR 100S CALL ORDER : 340 CONTRACT ID : B -24450-A COUNTIES : ADAMS LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 6.000 m3 | 134.05000 804.30| 40.00000 240.00| 65.10000 390.60 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 8.000 m3 | 100.00000 800.00| 130.00000 1040.00| 204.15000 1633.20 FLOWABLE MORTAR | | | 0016 303-52308 670.000 Mg | 14.52000 9728.40| 12.60000 8442.00| 12.50000 8375.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 215.000 Mg | 37.00000 7955.00| 38.85000 8352.75| 38.50000 8277.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 90.000 Mg | 40.00000 3600.00| 42.00000 3780.00| 41.65000 3748.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 1210.000 m2 | 1.35000 1633.50| 1.42000 1718.20| 1.40000 1694.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1185.000 m2 | 0.15000 177.75| 0.16000 189.60| 0.16000 189.60 ASPHALT FOR TACK COAT | | | 0021 601-01839 1.000 EACH| 1600.00000 1600.00| 1606.00000 1606.00| 1530.00000 1530.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-01854 4.000 EACH| 800.00000 3200.00| 825.00000 3300.00| 785.00000 3140.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0023 601-05586 1.000 EACH| 1600.00000 1600.00| 1606.00000 1606.00| 1530.00000 1530.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0024 601-06037 4.000 EACH| 500.00000 2000.00| 588.00000 2352.00| 560.00000 2240.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 161.925 m | 31.07000 5031.01| 33.00000 5343.53| 31.55000 5108.73 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 112.000 m | 27.25000 3052.00| 26.25000 2940.00| 25.00000 2800.00 FENCE, FARM FIELD, 1190 mm | | | 0027 603-91748 2.000 EACH| 725.00000 1450.00| 805.00000 1610.00| 765.00000 1530.00 FENCE GATE, FARM FIELD, 1190 mm X 4.9 m | | | 0028 608-04395 10.000 Mg | 93.40000 934.00| 34.65000 346.50| 45.00000 450.00 AGGREGATE FOR SHOULDER DRAINS | | | 0029 610-05527 20.000 Mg | 42.00000 840.00| 44.10000 882.00| 43.70000 874.00 HMA FOR APPROACHES | | | 0030 610-06257 152.000 m2 | 52.06000 7913.12| 50.00000 7600.00| 72.25000 10982.00 REINFORCED CONCRETE BRIDGE APPROACH,, | | | 250 mm | | | 0031 615-06505 5.000 EACH| 350.00000 1750.00| 368.00000 1840.00| 350.00000 1750.00 MONUMENT, B | | | 0032 616-02320 761.000 m2 | 2.46000 1872.06| 2.10000 1598.10| 3.80000 2891.80 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,733.66 ROUTE : CR 100S CALL ORDER : 340 CONTRACT ID : B -24450-A COUNTIES : ADAMS LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 679.000 Mg | 16.47000 11183.13| 26.25000 17823.75| 20.00000 13580.00 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 150.00000 300.00| 890.00000 1780.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06548 5.000 kg | 55.00000 275.00| 58.00000 290.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0036 621-06559 2650.000 m2 | 0.55000 1457.50| 0.60000 1590.00| 0.55000 1457.50 MULCHED SEEDING, R | | | 0037 621-06567 4.000 kL | 1.00000 4.00| 1.00000 4.00| 1.00000 4.00 WATER | | | 0038 621-06574 208.000 m2 | 8.50000 1768.00| 8.95000 1861.60| 8.50000 1768.00 SODDING | | | 0039 622-52436 3.000 EACH| 19.00000 57.00| 26.25000 78.75| 22.50000 67.50 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 90.000 EACH| 10.00000 900.00| 10.50000 945.00| 10.00000 900.00 SEEDLING | | | 0041 701-51195 54.400 m | 79.84000 4343.30| 82.00000 4460.80| 270.00000 14688.00 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 8.000 EACH| 87.41000 699.28| 95.00000 760.00| 120.00000 960.00 PILE TIP, STEEL H | | | 0043 702-51005 74.000 m3 | 290.00000 21460.00| 366.00000 27084.00| 575.00000 42550.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 24.600 m3 | 290.00000 7134.00| 366.00000 9003.60| 400.00000 9840.00 CONCRETE, B, FOOTINGS | | | 0045 703-51030 8292.000 kg | 1.08000 8955.36| 1.10000 9121.20| 1.55000 12852.60 REINFORCING STEEL | | | 0046 703-51032 15359.000 kg | 1.20000 18430.80| 1.20000 18430.80| 1.65000 25342.35 REINFORCING STEEL, EPOXY COATED | | | 0047 703-97936 72.000 EACH| 18.63000 1341.36| 15.00000 1080.00| 11.00000 792.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 151.900 m3 | 335.00000 50886.50| 366.00000 55595.40| 555.00000 84304.50 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 64.770 m | 199.87000 12945.58| 158.00000 10233.66| 177.00000 11464.29 BRIDGE RAILING, THRIE BEAM | | | 0050 709-51821 LUMP| 1148.40000 1148.40| 1585.00000 1585.00| 1440.00000 1440.00 SURFACE SEAL | | | 0051 715-03153 50.000 m | 65.89000 3294.50| 52.50000 2625.00| 95.00000 4750.00 PIPE, GROUP D, 450 mm | | | 0052 715-27015 8.000 m | 51.00000 408.00| 63.00000 504.00| 75.00000 600.00 PIPE, CORRUGATED STEEL, 1.63 mm, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,733.66 ROUTE : CR 100S CALL ORDER : 340 CONTRACT ID : B -24450-A COUNTIES : ADAMS LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-46010 6.000 EACH| 206.07000 1236.42| 210.00000 1260.00| 425.00000 2550.00 PIPE END SECTION, 450 mm | | | 0054 719-35010 30.000 m | 11.91000 357.30| 10.50000 315.00| 65.25000 1957.50 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0055 719-35011 30.000 m | 16.25000 487.50| 13.65000 409.50| 70.00000 2100.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0056 719-35015 30.000 m | 26.20000 786.00| 16.80000 504.00| 77.00000 2310.00 PIPE, DRAINTILE, CLASS STANDARD, 375 mm | | | 0057 801-04308 4.000 EACH| 318.00000 1272.00| 335.00000 1340.00| 356.00000 1424.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 8.000 EACH| 114.00000 912.00| 120.00000 960.00| 127.60000 1020.80 BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 156.00000 624.00| 164.00000 656.00| 175.00000 700.00 BARRICADE, IIIB | | | 0060 801-06625 4.000 EACH| 66.00000 264.00| 70.00000 280.00| 73.90000 295.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH| 157.00000 1256.00| 165.00000 1320.00| 175.75000 1406.00 CONSTRUCTION SIGN, A | | | 0062 802-76025 0.418 m2 | 420.55000 175.79| 360.00000 150.48| 340.00000 142.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS 220 | | | 0063 802-76035 1.162 m2 | 422.90000 491.41| 200.00000 232.40| 190.00000 220.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS 225 | | | 0064 802-76055 17.068 m | 3.35000 57.18| 18.00000 307.22| 17.00000 290.16 SIGN POST, A 18 | | | 0065 808-06713 450.000 m | 0.29000 130.50| 0.30000 135.00| 0.32000 144.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 450.000 m | 0.29000 130.50| 0.30000 135.00| 0.32000 144.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 311,282.11| $ 318,944.84| $ 424,748.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,282.11| $ 318,944.84| $ 424,748.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9904016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 464,565.23 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 511,171.98 110.0323% 3 35-1212938 ATLAS EXCAVATING, INC. $ 529,379.95 113.9516% 4 35-1447641 STRUCTURE CONTRACTORS, INC. $ 561,598.35 120.8868% 5 37-1351053 MACC OF ILLINOIS, INC. $ 651,712.65 140.2844% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |ATLAS EXCAVATING, 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 10.000 MOS | 1500.00000 15000.00| 1700.00000 17000.00| 650.00000 6500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 120.000 m2 | 17.00000 2040.00| 19.20000 2304.00| 5.80000 696.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 381.000 m3 | 8.00000 3048.00| 9.15000 3486.15| 18.00000 6858.00 EXCAVATION, COMMON | | | 0008 203-02045 943.000 m3 | 5.00000 4715.00| 3.93000 3705.99| 4.20000 3960.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 1827.000 m3 | 9.00000 16443.00| 10.51000 19201.77| 10.00000 18270.00 BORROW | | | 0010 205-02224 495.000 m | 6.50000 3217.50| 6.30000 3118.50| 6.50000 3217.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 50.000 m | 12.00000 600.00| 12.00000 600.00| 7.50000 375.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 400.00000 800.00| 104.50000 209.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 151.600 m3 | 45.00000 6822.00| 40.00000 6064.00| 65.00000 9854.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 1.000 m3 | 75.00000 75.00| 100.00000 100.00| 220.00000 220.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 20.000 m3 | 175.00000 3500.00| 195.00000 3900.00| 130.00000 2600.00 FLOWABLE MORTAR | | | 0016 303-04095 240.000 Mg | 16.00000 3840.00| 15.40000 3696.00| 14.00000 3360.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0017 303-52308 1196.000 Mg | 15.00000 17940.00| 14.30000 17102.80| 13.00000 15548.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 360.000 Mg | 53.00000 19080.00| 58.92000 21211.20| 30.00000 10800.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 170.000 Mg | 64.00000 10880.00| 65.00000 11050.00| 57.00000 9690.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 629.000 m2 | 9.00000 5661.00| 6.60000 4151.40| 8.50000 5346.50 SEAL COAT, 5 | | | 0021 405-05518 2283.000 m2 | 2.00000 4566.00| 1.60000 3652.80| 0.70000 1598.10 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2238.000 m2 | 1.90000 4252.20| 1.33000 2976.54| 0.40000 895.20 ASPHALT FOR TACK COAT | | | 0023 601-02354 4.000 EACH| 450.00000 1800.00| 350.00000 1400.00| 325.00000 1300.00 GUARDRAIL TRANSITION, WT | | | 0024 601-06037 4.000 EACH| 710.00000 2840.00| 630.00000 2520.00| 560.00000 2240.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 160.000 m | 36.00000 5760.00| 34.76000 5561.60| 33.00000 5280.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-03829 456.000 m | 18.75000 8550.00| 25.00000 11400.00| 17.00000 7752.00 FENCE | | | 0027 610-05527 12.500 Mg | 115.00000 1437.50| 102.00000 1275.00| 125.00000 1562.50 HMA FOR APPROACHES | | | 0028 610-06257 114.200 m2 | 47.00000 5367.40| 52.40000 5984.08| 52.00000 5938.40 REINFORCED CONCRETE BRIDGE APPROACH,, | | | 250 mm | | | 0029 615-06505 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 340.00000 680.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 325.00000 325.00| 375.00000 375.00| 360.00000 360.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 1008.000 m2 | 3.35000 3376.80| 3.89000 3921.12| 3.90000 3931.20 GEOTEXTILES | | | 0032 616-06405 710.000 Mg | 16.00000 11360.00| 24.20000 17182.00| 20.00000 14200.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06451 30.000 Mg | 25.00000 750.00| 25.00000 750.00| 21.00000 630.00 RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 560.00000 560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01743 19.500 kg | 15.43000 300.88| 15.65000 305.18| 14.00000 273.00 SEED MIXTURE, GRASS, 2 | | | 0036 621-06545 0.500 Mg | 600.00000 300.00| 1300.00000 650.00| 1250.00000 625.00 FERTILIZER | | | 0037 621-06548 5.500 kg | 40.00000 220.00| 50.00000 275.00| 45.00000 247.50 SEED MIXTURE, CV | | | 0038 621-06553 64.500 kg | 11.00000 709.50| 17.25000 1112.63| 16.00000 1032.00 SEED MIXTURE, R | | | 0039 621-06565 2.300 Mg | 550.00000 1265.00| 950.00000 2185.00| 915.00000 2104.50 MULCHING MATERIAL | | | 0040 621-06574 155.000 m2 | 4.75000 736.25| 10.00000 1550.00| 9.00000 1395.00 SODDING | | | 0041 622-52436 5.000 EACH| 30.00000 150.00| 30.00000 150.00| 22.00000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 75.000 EACH| 12.00000 900.00| 20.00000 1500.00| 16.00000 1200.00 SEEDLING | | | 0043 701-96089 387.500 m | 88.56000 34317.00| 78.75000 30515.63| 110.00000 42625.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 702-51005 79.400 m3 | 412.00000 32712.80| 458.44000 36400.14| 415.00000 32951.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 5.600 m3 | 412.00000 2307.20| 468.75000 2625.00| 550.00000 3080.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 3150.000 kg | 1.03000 3244.50| 1.50000 4725.00| 1.20000 3780.00 REINFORCING STEEL | | | 0047 703-96177 17042.000 kg | 1.20000 20450.40| 1.32000 22495.44| 1.30000 22154.60 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0048 703-97936 74.000 EACH| 13.00000 962.00| 18.00000 1332.00| 17.00000 1258.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0049 704-51002 129.500 m3 | 395.00000 51152.50| 486.49000 63000.46| 440.00000 56980.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-02686 114.300 m | 90.00000 10287.00| 135.00000 15430.50| 95.00000 10858.50 BRIDGE RAILING, SL1 | | | 0051 707-05983 260.000 m | 250.00000 65000.00| 249.07000 64758.20| 384.00000 99840.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 3300.00000 3300.00| 3300.00000 3300.00| 4700.00000 4700.00 SURFACE SEAL | | | 0053 715-05169 9.000 m | 53.50000 481.50| 60.00000 540.00| 125.00000 1125.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 2.000 EACH| 275.00000 550.00| 160.00000 320.00| 190.00000 380.00 PIPE END SECTION, 375 mm | | | 0056 801-04308 6.000 EACH| 450.00000 2700.00| 1200.00000 7200.00| 850.00000 5100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 6.000 EACH| 200.00000 1200.00| 300.00000 1800.00| 165.00000 990.00 BARRICADE, IIIA | | | 0058 801-06606 6.000 EACH| 225.00000 1350.00| 390.00000 2340.00| 215.00000 1290.00 BARRICADE, IIIB | | | 0059 801-06625 9.000 EACH| 115.00000 1035.00| 95.00000 855.00| 100.00000 900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 20.000 EACH| 150.00000 3000.00| 145.00000 2900.00| 130.00000 2600.00 CONSTRUCTION SIGN, A | | | 0061 802-76025 0.590 m2 | 200.00000 118.00| 400.00000 236.00| 170.00000 100.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76055 12.900 m | 17.00000 219.30| 16.50000 212.85| 9.50000 122.55 SIGN POST, A | | | 0063 802-76035 0.750 m2 | 200.00000 150.00| 212.00000 159.00| 180.00000 135.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | SECTION TOTALS | $ 464,565.23| $ 511,171.98| $ 529,379.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,565.23| $ 511,171.98| $ 529,379.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 37-1351053 | |STRUCTURE CONTRACTORS, INC. |MACC OF ILLINOIS, 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 10.000 MOS | 1900.00000 19000.00| 980.00000 9800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 9750.00000 9750.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 10896.00000 10896.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 50000.00000 50000.00| 13750.00000 13750.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 120.000 m2 | 16.00000 1920.00| 17.50000 2100.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 381.000 m3 | 4.00000 1524.00| 32.00000 12192.00| EXCAVATION, COMMON | | | 0008 203-02045 943.000 m3 | 9.50000 8958.50| 16.00000 15088.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 1827.000 m3 | 12.00000 21924.00| 16.00000 29232.00| BORROW | | | 0010 205-02224 495.000 m | 6.00000 2970.00| 6.00000 2970.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 50.000 m | 11.00000 550.00| 11.00000 550.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 95.00000 190.00| 100.00000 200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51230 151.600 m3 | 25.50000 3865.80| 17.00000 2577.20| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 1.000 m3 | 272.00000 272.00| 305.00000 305.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 20.000 m3 | 80.00000 1600.00| 92.00000 1840.00| FLOWABLE MORTAR | | | 0016 303-04095 240.000 Mg | 16.00000 3840.00| 25.00000 6000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0017 303-52308 1196.000 Mg | 22.00000 26312.00| 21.00000 25116.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 360.000 Mg | 48.00000 17280.00| 51.00000 18360.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 37-1351053 | |STRUCTURE CONTRACTORS, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 170.000 Mg | 60.00000 10200.00| 62.00000 10540.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 629.000 m2 | 6.00000 3774.00| 6.75000 4245.75| SEAL COAT, 5 | | | 0021 405-05518 2283.000 m2 | 1.45000 3310.35| 1.55000 3538.65| ASPHALT FOR PRIME COAT | | | 0022 406-05521 2238.000 m2 | 1.20000 2685.60| 1.25000 2797.50| ASPHALT FOR TACK COAT | | | 0023 601-02354 4.000 EACH| 315.00000 1260.00| 325.00000 1300.00| GUARDRAIL TRANSITION, WT | | | 0024 601-06037 4.000 EACH| 560.00000 2240.00| 575.00000 2300.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 160.000 m | 32.00000 5120.00| 32.00000 5120.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-03829 456.000 m | 16.25000 7410.00| 23.50000 10716.00| FENCE | | | 0027 610-05527 12.500 Mg | 90.00000 1125.00| 95.00000 1187.50| HMA FOR APPROACHES | | | 0028 610-06257 114.200 m2 | 55.00000 6281.00| 115.00000 13133.00| REINFORCED CONCRETE BRIDGE APPROACH,, | | | 250 mm | | | 0029 615-06505 2.000 EACH| 315.00000 630.00| 330.00000 660.00| MONUMENT, B | | | 0030 615-06527 1.000 EACH| 305.00000 305.00| 320.00000 320.00| MONUMENT, SECTION CORNER | | | 0031 616-02320 1008.000 m2 | 3.00000 3024.00| 2.05000 2066.40| GEOTEXTILES | | | 0032 616-06405 710.000 Mg | 25.00000 17750.00| 25.00000 17750.00| RIPRAP, REVETMENT | | | 0033 616-06451 30.000 Mg | 50.00000 1500.00| 46.00000 1380.00| RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH| 525.00000 525.00| 550.00000 550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01743 19.500 kg | 14.00000 273.00| 14.00000 273.00| SEED MIXTURE, GRASS, 2 | | | 0036 621-06545 0.500 Mg | 1126.00000 563.00| 1180.00000 590.00| FERTILIZER | | | 0037 621-06548 5.500 kg | 44.00000 242.00| 46.00000 253.00| SEED MIXTURE, CV | | | 0038 621-06553 64.500 kg | 15.00000 967.50| 16.00000 1032.00| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 37-1351053 | |STRUCTURE CONTRACTORS, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 2.300 Mg | 866.00000 1991.80| 908.00000 2088.40| MULCHING MATERIAL | | | 0040 621-06574 155.000 m2 | 9.00000 1395.00| 9.00000 1395.00| SODDING | | | 0041 622-52436 5.000 EACH| 25.00000 125.00| 26.00000 130.00| SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 75.000 EACH| 15.00000 1125.00| 15.75000 1181.25| SEEDLING | | | 0043 701-96089 387.500 m | 102.00000 39525.00| 100.00000 38750.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 702-51005 79.400 m3 | 450.00000 35730.00| 1470.00000 116718.00| CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 5.600 m3 | 900.00000 5040.00| 1900.00000 10640.00| CONCRETE, B, FOOTINGS | | | 0046 703-51030 3150.000 kg | 1.50000 4725.00| 1.85000 5827.50| REINFORCING STEEL | | | 0047 703-96177 17042.000 kg | 2.00000 34084.00| 2.05000 34936.10| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0048 703-97936 74.000 EACH| 12.00000 888.00| 21.50000 1591.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0049 704-51002 129.500 m3 | 550.00000 71225.00| 700.00000 90650.00| CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-02686 114.300 m | 150.00000 17145.00| 128.00000 14630.40| BRIDGE RAILING, SL1 | | | 0051 707-05983 260.000 m | 250.00000 65000.00| 285.00000 74100.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0052 709-51821 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| SURFACE SEAL | | | 0053 715-05169 9.000 m | 110.00000 990.00| 105.00000 945.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 2.000 EACH| 175.00000 350.00| 300.00000 600.00| PIPE END SECTION, 375 mm | | | 0056 801-04308 6.000 EACH| 800.00000 4800.00| 850.00000 5100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 6.000 EACH| 140.00000 840.00| 150.00000 900.00| BARRICADE, IIIA | | | 0058 801-06606 6.000 EACH| 200.00000 1200.00| 225.00000 1350.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 350 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,739.18 ROUTE : CR 600E CALL ORDER : 350 CONTRACT ID : B -24452-A COUNTIES : BENTON LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 37-1351053 | |STRUCTURE CONTRACTORS, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06625 9.000 EACH| 80.00000 720.00| 83.00000 747.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 20.000 EACH| 120.00000 2400.00| 130.00000 2600.00| CONSTRUCTION SIGN, A | | | 0061 802-76025 0.590 m2 | 200.00000 118.00| 200.00000 118.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76055 12.900 m | 12.00000 154.80| 15.00000 193.50| SIGN POST, A | | | 0063 802-76035 0.750 m2 | 180.00000 135.00| 190.00000 142.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | SECTION TOTALS | $ 561,598.35| $ 651,712.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 561,598.35| $ 651,712.65| ====================================================================================================================================