INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 760,464.75 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 790,748.40 103.9823% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 844,700.00 111.0768% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 879,500.40 115.6530% 5 35-1310611 DUNCAN ROBERTSON INC $ 942,901.06 123.9901% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 948,950.66 124.7856% ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 500.00000 500.00| 2500.00000 2500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 38000.00000 38000.00| 39500.00000 39500.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 454.000 SYS | 10.00000 4540.00| 12.50000 5675.00| 15.00000 6810.00 PAVEMENT REMOVAL | | | 0007 202-02241 835.000 LFT | 0.51000 425.85| 1.00000 835.00| 2.00000 1670.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 54225.00000 54225.00| 40000.00000 40000.00| 54000.00000 54000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51822 920.000 SYS | 1.01000 929.20| 3.00000 2760.00| 3.00000 2760.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 203-02000 150.000 CYS | 12.00000 1800.00| 12.00000 1800.00| 16.00000 2400.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-90014 16.900 STA | 300.00000 5070.00| 200.00000 3380.00| 250.00000 4225.00 LINEAR GRADING | | | 0012 302-07455 104.000 CYS | 42.00000 4368.00| 37.50000 3900.00| 45.00000 4680.00 DENSE GRADED SUBBASE | | | 0013 306-08043 1360.000 SYS | 2.70000 3672.00| 5.00000 6800.00| 3.50000 4760.00 MILLING, TRANSITION | | | 0014 406-05521 1700.000 SYS | 1.10000 1870.00| 0.25000 425.00| 0.20000 340.00 ASPHALT FOR TACK COAT | | | 0015 502-06329 352.000 SYS | 68.67000 24171.84| 62.00000 21824.00| 60.00000 21120.00 PCCP, 12 IN. | | | 0016 503-05310 158.000 LFT | 107.00000 16906.00| 100.00000 15800.00| 115.00000 18170.00 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH | 1800.00000 7200.00| 1700.00000 6800.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 2.000 EACH | 2280.00000 4560.00| 2250.00000 4500.00| 2020.00000 4040.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-94690 2.000 EACH | 4300.00000 8600.00| 3900.00000 7800.00| 3800.00000 7600.00 GUARDRAIL END TREATMENT, MS | | | 0020 601-99105 325.000 LFT | 15.00000 4875.00| 14.30000 4647.50| 13.30000 4322.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 601-99108 550.000 LFT | 22.32000 12276.00| 20.75000 11412.50| 19.75000 10862.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0022 602-06639 600.000 LFT | 18.00000 10800.00| 15.00000 9000.00| 20.00000 12000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 1110.000 LFT | 16.00000 17760.00| 15.00000 16650.00| 18.00000 19980.00 TEMPORARY CONCRETE BARRIER | | | 0024 609-06259 388.000 SYS | 68.67000 26643.96| 67.00000 25996.00| 65.00000 25220.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 610-07488 90.000 TON | 157.16000 14144.40| 95.00000 8550.00| 88.00000 7920.00 HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 1820.000 SYS | 1.60000 2912.00| 3.00000 5460.00| 2.25000 4095.00 GEOTEXTILES | | | 0027 616-05688 3580.000 TON | 18.56000 66444.80| 21.25000 76075.00| 20.00000 71600.00 RIPRAP, CLASS 1 | | | 0028 616-06405 180.000 TON | 24.00000 4320.00| 19.40000 3492.00| 20.00000 3600.00 RIPRAP, REVETMENT | | | 0029 619-05926 LUMP | 1130.00000 1130.00| 800.00000 800.00| 700.00000 700.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 619-61505 LUMP | 5650.00000 5650.00| 6500.00000 6500.00| 6300.00000 6300.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0031 621-01004 2.000 EACH | 282.00000 564.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 SYS | 1.13000 565.00| 1.00000 500.00| 1.00000 500.00 MULCHED SEEDING, R | | | 0033 702-51005 2.000 CYS | 1200.00000 2400.00| 750.00000 1500.00| 2200.00000 4400.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51863 62.000 EACH | 8.00000 496.00| 10.00000 620.00| 17.00000 1054.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 61258.000 LBS | 0.83000 50844.14| 0.80000 49006.40| 0.90000 55132.20 REINFORCING STEEL, EPOXY COATED | | | 0036 703-96512 1918.000 EACH | 16.38000 31416.84| 15.00000 28770.00| 16.85000 32318.30 BAR SPLICE | | | 0037 703-97936 458.000 EACH | 12.54000 5743.32| 12.00000 5496.00| 20.00000 9160.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 76.000 CYS | 569.00000 43244.00| 750.00000 57000.00| 1155.00000 87780.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 704-51106 24.000 EACH | 100.00000 2400.00| 200.00000 4800.00| 105.00000 2520.00 DECK DRAIN | | | 0040 706-51020 107.000 CYS | 402.63000 43081.41| 400.00000 42800.00| 430.00000 46010.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP | 3950.00000 3950.00| 2350.00000 2350.00| 2200.00000 2200.00 SURFACE SEAL , STR. NO. 1 | | | 0042 710-51870 100.000 SFT | 25.00000 2500.00| 27.50000 2750.00| 50.00000 5000.00 REPOINTING MASONRY IN STRUCTURES | | | 0043 711-96242 12.000 EACH | 311.00000 3732.00| 250.00000 3000.00| 255.00000 3060.00 DIAPHRAGM, RESET | | | 0044 722-51401 840.000 SFT | 16.00000 13440.00| 15.00000 12600.00| 2.00000 1680.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 1999.000 SYS | 34.62000 69205.38| 40.00000 79960.00| 41.75000 83458.25 BRIDGE DECK OVERLAY | | | 0046 722-51846 25.000 CYS | 330.00000 8250.00| 330.00000 8250.00| 330.00000 8250.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 1680.000 SFT | 8.64000 14515.20| 8.50000 14280.00| 0.75000 1260.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 722-60824 1858.000 SYS | 2.70000 5016.60| 5.00000 9290.00| 4.50000 8361.00 SURFACE MILLING | | | 0049 801-06203 2152.000 LFT | 0.28000 602.56| 0.50000 1076.00| 0.27000 581.04 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 8768.000 LFT | 0.82000 7189.76| 0.90000 7891.20| 0.81000 7102.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 18.000 EACH | 139.00000 2502.00| 100.00000 1800.00| 85.00000 1530.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 2.000 EACH | 57.00000 114.00| 25.00000 50.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0053 801-06710 180.000 DAY | 13.00000 2340.00| 10.00000 1800.00| 7.00000 1260.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 10500.00000 10500.00| 12500.00000 12500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 48.000 LFT | 7.52000 360.96| 10.00000 480.00| 9.00000 432.00 BARRICADE, III-A | | | 0056 808-06711 599.000 LFT | 0.25000 149.75| 0.20000 119.80| 0.15000 89.85 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0057 808-06713 2070.000 LFT | 0.25000 517.50| 0.20000 414.00| 0.15000 310.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 2070.000 LFT | 0.25000 517.50| 0.20000 414.00| 0.15000 310.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 3394.000 LFT | 0.37000 1255.78| 0.50000 1697.00| 0.25000 848.50 LINE, REMOVE | | | 0060 202-51328 LUMP | 35712.00000 35712.00| 40000.00000 40000.00| 53894.78000 53894.78 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0061 619-05926 LUMP | 1130.00000 1130.00| 600.00000 600.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0062 619-61505 LUMP | 6313.00000 6313.00| 4700.00000 4700.00| 4500.00000 4500.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 2 | | | 0063 709-51821 LUMP | 3950.00000 3950.00| 2350.00000 2350.00| 2200.00000 2200.00 SURFACE SEAL , STR. NO. 2 | | | 0064 304-07494 760.000 TON | 41.25000 31350.00| 67.50000 51300.00| 63.00000 47880.00 WIDENING WITH HMA, TYPE C | | | SECTION TOTALS | $ 760,464.75| $ 790,748.40| $ 844,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 760,464.75| $ 790,748.40| $ 844,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1310611 |( 6 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 7340.43000 7340.43 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 2808.68000 16852.08 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 40000.00000 40000.00| 40000.00000 40000.00| 47357.00000 47357.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 454.000 SYS | 25.00000 11350.00| 30.00000 13620.00| 11.60000 5266.40 PAVEMENT REMOVAL | | | 0007 202-02241 835.000 LFT | 1.00000 835.00| 2.00000 1670.00| 1.09000 910.15 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 50000.00000 50000.00| 75000.00000 75000.00| 35888.49000 35888.49 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51822 920.000 SYS | 5.00000 4600.00| 7.00000 6440.00| 6.13000 5639.60 BRIDGE DECK OVERLAY, REMOVE | | | 0010 203-02000 150.000 CYS | 25.00000 3750.00| 15.00000 2250.00| 29.33000 4399.50 EXCAVATION, COMMON | | | 0011 203-90014 16.900 STA | 350.00000 5915.00| 500.00000 8450.00| 100.00000 1690.00 LINEAR GRADING | | | 0012 302-07455 104.000 CYS | 40.00000 4160.00| 30.00000 3120.00| 20.79000 2162.16 DENSE GRADED SUBBASE | | | 0013 306-08043 1360.000 SYS | 4.50000 6120.00| 5.00000 6800.00| 2.84000 3862.40 MILLING, TRANSITION | | | 0014 406-05521 1700.000 SYS | 1.00000 1700.00| 1.10000 1870.00| 0.04000 68.00 ASPHALT FOR TACK COAT | | | 0015 502-06329 352.000 SYS | 65.00000 22880.00| 90.00000 31680.00| 60.20000 21190.40 PCCP, 12 IN. | | | 0016 503-05310 158.000 LFT | 125.00000 19750.00| 100.00000 15800.00| 96.44000 15237.52 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH | 1600.00000 6400.00| 1760.00000 7040.00| 1565.96000 6263.84 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 2.000 EACH | 2020.00000 4040.00| 2220.00000 4440.00| 1977.02000 3954.04 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1310611 |( 6 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-94690 2.000 EACH | 3800.00000 7600.00| 4200.00000 8400.00| 3719.15000 7438.30 GUARDRAIL END TREATMENT, MS | | | 0020 601-99105 325.000 LFT | 13.30000 4322.50| 14.60000 4745.00| 13.02000 4231.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 601-99108 550.000 LFT | 19.75000 10862.50| 21.75000 11962.50| 19.33000 10631.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0022 602-06639 600.000 LFT | 22.00000 13200.00| 20.00000 12000.00| 14.05000 8430.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 1110.000 LFT | 21.00000 23310.00| 15.00000 16650.00| 10.70000 11877.00 TEMPORARY CONCRETE BARRIER | | | 0024 609-06259 388.000 SYS | 65.00000 25220.00| 90.00000 34920.00| 62.68000 24319.84 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 610-07488 90.000 TON | 85.00000 7650.00| 95.00000 8550.00| 111.86000 10067.40 HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 1820.000 SYS | 2.00000 3640.00| 3.00000 5460.00| 2.91000 5296.20 GEOTEXTILES | | | 0027 616-05688 3580.000 TON | 30.00000 107400.00| 20.00000 71600.00| 38.02000 136111.60 RIPRAP, CLASS 1 | | | 0028 616-06405 180.000 TON | 25.00000 4500.00| 20.00000 3600.00| 20.92000 3765.60 RIPRAP, REVETMENT | | | 0029 619-05926 LUMP | 700.00000 700.00| 1000.00000 1000.00| 721.63000 721.63 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0030 619-61505 LUMP | 6300.00000 6300.00| 7500.00000 7500.00| 6494.67000 6494.67 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0031 621-01004 2.000 EACH | 250.00000 500.00| 400.00000 800.00| 244.69000 489.38 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 SYS | 1.00000 500.00| 2.00000 1000.00| 1.03000 515.00 MULCHED SEEDING, R | | | 0033 702-51005 2.000 CYS | 1000.00000 2000.00| 1000.00000 2000.00| 773.48000 1546.96 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51863 62.000 EACH | 9.00000 558.00| 15.00000 930.00| 4.47000 277.14 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 61258.000 LBS | 0.90000 55132.20| 0.85000 52069.30| 0.79000 48393.82 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1310611 |( 6 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 703-96512 1918.000 EACH | 12.00000 23016.00| 25.00000 47950.00| 15.34000 29422.12 BAR SPLICE | | | 0037 703-97936 458.000 EACH | 12.00000 5496.00| 20.00000 9160.00| 12.36000 5660.88 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 76.000 CYS | 1000.00000 76000.00| 750.00000 57000.00| 1528.17000 116140.92 CONCRETE, C, SUPERSTRUCTURE | | | 0039 704-51106 24.000 EACH | 160.00000 3840.00| 200.00000 4800.00| 156.16000 3747.84 DECK DRAIN | | | 0040 706-51020 107.000 CYS | 500.00000 53500.00| 400.00000 42800.00| 424.73000 45446.11 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP | 2200.00000 2200.00| 3000.00000 3000.00| 2267.98000 2267.98 SURFACE SEAL , STR. NO. 1 | | | 0042 710-51870 100.000 SFT | 45.00000 4500.00| 30.00000 3000.00| 31.18000 3118.00 REPOINTING MASONRY IN STRUCTURES | | | 0043 711-96242 12.000 EACH | 300.00000 3600.00| 400.00000 4800.00| 315.40000 3784.80 DIAPHRAGM, RESET | | | 0044 722-51401 840.000 SFT | 20.00000 16800.00| 12.50000 10500.00| 36.78000 30895.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 1999.000 SYS | 48.00000 95952.00| 40.00000 79960.00| 49.06000 98070.94 BRIDGE DECK OVERLAY | | | 0046 722-51846 25.000 CYS | 330.00000 8250.00| 330.00000 8250.00| 330.00000 8250.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 1680.000 SFT | 5.00000 8400.00| 12.50000 21000.00| 8.80000 14784.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 1858.000 SYS | 3.00000 5574.00| 6.00000 11148.00| 4.18000 7766.44 SURFACE MILLING | | | 0049 801-06203 2152.000 LFT | 0.30000 645.60| 0.28000 602.56| 0.26000 559.52 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 8768.000 LFT | 0.85000 7452.80| 0.80000 7014.40| 0.75000 6576.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 18.000 EACH | 90.00000 1620.00| 135.00000 2430.00| 126.80000 2282.40 CONSTRUCTION SIGN, A | | | 0052 801-06645 2.000 EACH | 20.00000 40.00| 55.00000 110.00| 51.55000 103.10 CONSTRUCTION SIGN, B | | | 0053 801-06710 180.000 DAY | 15.00000 2700.00| 11.00000 1980.00| 10.31000 1855.80 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 3500.00000 3500.00| 15000.00000 15000.00| 18135.70000 18135.70 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,183,408.63 ROUTE : SR 37 CALL ORDER : 421 CONTRACT ID : B -27836-A COUNTIES : MORGAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1310611 |( 6 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-07118 48.000 LFT | 9.00000 432.00| 7.25000 348.00| 6.87000 329.76 BARRICADE, III-A | | | 0056 808-06711 599.000 LFT | 0.20000 119.80| 0.30000 179.70| 0.23000 137.77 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0057 808-06713 2070.000 LFT | 0.20000 414.00| 0.30000 621.00| 0.23000 476.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 2070.000 LFT | 0.20000 414.00| 0.30000 621.00| 0.23000 476.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 3394.000 LFT | 0.50000 1697.00| 0.40000 1357.60| 0.34000 1153.96 LINE, REMOVE | | | 0060 202-51328 LUMP | 50000.00000 50000.00| 75000.00000 75000.00| 36365.19000 36365.19 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0061 619-05926 LUMP | 500.00000 500.00| 1000.00000 1000.00| 515.45000 515.45 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0062 619-61505 LUMP | 4000.00000 4000.00| 5500.00000 5500.00| 4639.05000 4639.05 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 2 | | | 0063 709-51821 LUMP | 2200.00000 2200.00| 3000.00000 3000.00| 2267.98000 2267.98 SURFACE SEAL , STR. NO. 2 | | | 0064 304-07494 760.000 TON | 36.50000 27740.00| 65.00000 49400.00| 59.25000 45030.00 WIDENING WITH HMA, TYPE C | | | SECTION TOTALS | $ 879,500.40| $ 942,901.06| $ 948,950.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 879,500.40| $ 942,901.06| $ 948,950.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 425 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-69 CALL ORDER : 425 CONTRACT ID : B -27892-B COUNTIES : STEUBEN LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 25,389,166.86 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 26,205,485.88 103.2152% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 431 CONTRACT ID : B -28051-A COUNTIES : GRANT LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/28/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 302,875.95 100.0000% 2 35-1057237 R L MCCOY INC $ 327,841.93 108.2430% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 342,940.98 113.2282% 4 35-1374866 PRIMCO, INC. $ 356,271.24 117.6294% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/05 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-469 CALL ORDER : 441 CONTRACT ID : B -28106-A COUNTIES : ALLEN LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1633699 GEOTECH SERVICES INC. $ 82,658.50 100.0000% ====================================================================================================================================