INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,131,971.32 ROUTE : CR 1070 W CALL ORDER : 511 CONTRACT ID : B -26927-B COUNTIES : JACKSON WASHINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,113,636.38 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,136,358.03 100.7297% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 19400.00000 19400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1600.00000 24000.00| 1302.00000 19530.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 155000.00000 155000.00| 154201.00000 154201.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 60000.00000 60000.00| 63000.00000 63000.00| CLEARING RIGHT OF WAY | | | 0007 203-02000 1846.000 CYS | 10.00000 18460.00| 11.64000 21487.44| EXCAVATION, COMMON | | | 0008 203-02070 63601.000 CYS | 7.00000 445207.00| 7.79000 495451.79| BORROW | | | 0009 204-02290 2.000 EACH | 2350.00000 4700.00| 234.00000 468.00| SETTLEMENT PLATE | | | 0010 205-06930 10.400 TON | 100.00000 1040.00| 25.00000 260.00| SPLASHPAD, RIPRAP | | | 0011 205-06936 25.600 TON | 100.00000 2560.00| 35.00000 896.00| TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 10668.000 LFT | 1.25000 13335.00| 1.25000 13335.00| TEMPORARY SILT FENCE | | | 0013 205-06938 188.000 LFT | 25.00000 4700.00| 7.85000 1475.80| TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,131,971.32 ROUTE : CR 1070 W CALL ORDER : 511 CONTRACT ID : B -26927-B COUNTIES : JACKSON WASHINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 206-51220 96.000 CYS | 45.00000 4320.00| 55.00000 5280.00| EXCAVATION, WET | | | 0015 206-51225 16.000 CYS | 40.00000 640.00| 14.95000 239.20| EXCAVATION, DRY | | | 0016 206-51235 LUMP | 60000.00000 60000.00| 185307.00000 185307.00| COFFERDAM | | | 0017 207-07502 4930.000 SYS | 4.00000 19720.00| 2.95000 14543.50| SUBGRADE TREATMENT, TYPE D | | | 0018 211-06467 70.000 CYS | 65.00000 4550.00| 33.00000 2310.00| AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 811.000 CYS | 20.00000 16220.00| 20.84000 16901.24| STRUCTURE BACKFILL | | | 0020 215-07043 37270.000 SYS | 3.00000 111810.00| 2.95000 109946.50| CHEMICAL MODIFICATION, SOILS | | | 0021 301-07448 6918.400 TON | 14.00000 96857.60| 14.06000 97272.70| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 978.000 TON | 15.00000 14670.00| 16.37000 16009.86| COMPACTED AGGREGATE, NO. 53 | | | 0023 401-07320 926.000 TON | 40.00000 37040.00| 41.50000 38429.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07389 1875.000 TON | 38.00000 71250.00| 33.50000 62812.50| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0025 404-05514 2935.000 SYS | 5.00000 14675.00| 3.50000 10272.50| SEAL COAT, 5 | | | 0026 405-05517 3.000 TON | 375.00000 1125.00| 1.00000 3.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 17.400 TON | 200.00000 3480.00| 200.00000 3480.00| ASPHALT FOR TACK COAT | | | 0028 601-02800 4.000 EACH | 950.00000 3800.00| 925.00000 3700.00| GUARDRAIL TRANSITION, TGT | | | 0029 601-06037 4.000 EACH | 700.00000 2800.00| 685.00000 2740.00| GUARDRAIL END TREATMENT, I | | | 0030 601-99105 500.000 LFT | 14.00000 7000.00| 13.55000 6775.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 609-06257 158.000 SYS | 55.00000 8690.00| 62.00000 9796.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 610-07486 145.000 TON | 60.00000 8700.00| 58.50000 8482.50| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,131,971.32 ROUTE : CR 1070 W CALL ORDER : 511 CONTRACT ID : B -26927-B COUNTIES : JACKSON WASHINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06505 9.000 EACH | 430.00000 3870.00| 410.00000 3690.00| MONUMENT, B | | | 0034 615-06510 1.000 EACH | 360.00000 360.00| 350.00000 350.00| MONUMENT, C | | | 0035 615-06515 1.000 EACH | 175.00000 175.00| 170.00000 170.00| MONUMENT, D | | | 0036 616-02320 2361.000 SYS | 2.00000 4722.00| 1.52000 3588.72| GEOTEXTILES | | | 0037 616-06405 2101.000 TON | 17.00000 35717.00| 15.57000 32712.57| RIPRAP, REVETMENT | | | 0038 617-04488 1406.000 SYS | 10.00000 14060.00| 3.73000 5244.38| GEOGRID, SUBGRADE | | | 0039 621-01004 4.000 EACH | 200.00000 800.00| 200.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06553 901.000 LBS | 2.25000 2027.25| 2.25000 2027.25| SEED MIXTURE, R | | | 0041 621-06557 398.000 LBS | 2.10000 835.80| 2.10000 835.80| SEED MIXTURE, T | | | 0042 621-06565 16.000 TON | 320.00000 5120.00| 320.00000 5120.00| MULCHING MATERIAL | | | 0043 621-06567 0.500 MG | 10.00000 5.00| 10.00000 5.00| WATER | | | 0044 621-06574 117.000 SYS | 4.50000 526.50| 4.50000 526.50| SODDING | | | 0045 622-52436 4.000 EACH | 36.00000 144.00| 36.00000 144.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 190.000 EACH | 15.00000 2850.00| 15.00000 2850.00| SEEDLING | | | 0047 622-98200 6.000 EACH | 36.00000 216.00| 36.00000 216.00| SIGN, DO NOT DISTURB | | | 0048 701-05779 LUMP | 67000.00000 67000.00| 72000.00000 72000.00| FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0049 701-05780 285.000 CYS | 975.00000 277875.00| 890.31000 253738.35| DRILLED SHAFT CONCRETE | | | 0050 701-05781 285.000 CYS | 325.00000 92625.00| 60.00000 17100.00| UNCLASSIFIED SHAFT EXCAVATION | | | 0051 701-05784 72.000 LFT | 350.00000 25200.00| 152.00000 10944.00| TRIAL SHAFT HOLES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,131,971.32 ROUTE : CR 1070 W CALL ORDER : 511 CONTRACT ID : B -26927-B COUNTIES : JACKSON WASHINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 701-05785 120.000 LFT | 170.00000 20400.00| 46.81000 5617.20| EXPLORATION (SHAFT EXCAVATION) | | | 0053 701-05787 LUMP | 22000.00000 22000.00| 6422.00000 6422.00| INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0054 701-91792 10.000 EACH | 140.00000 1400.00| 130.00000 1300.00| PILE TIP, STEEL H | | | 0055 701-93575 725.000 LFT | 36.00000 26100.00| 50.67000 36735.75| PILE, STEEL H, HP 14 X 73 | | | 0056 702-04878 1288.000 LBS | 1.75000 2254.00| 3.08000 3967.04| GRATES, BASINS, AND FITTINGS, DUCTILE | | | IRON | | | 0057 702-04883 420.000 LBS | 5.00000 2100.00| 4.31000 1810.20| DRAIN PIPE, DUCTILE IRON, 6 IN. | | | 0058 702-51005 247.000 CYS | 550.00000 135850.00| 417.00000 102999.00| CONCRETE, A, SUBSTRUCTURE | | | 0059 703-51030 23920.000 LBS | 0.70000 16744.00| 0.92000 22006.40| REINFORCING STEEL | | | 0060 703-51032 179879.000 LBS | 0.75000 134909.25| 0.81000 145701.99| REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 542.000 CYS | 430.00000 233060.00| 438.00000 237396.00| CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-08352 1014.000 LFT | 80.00000 81120.00| 78.80000 79903.20| RAILING, CF-1 | | | 0063 707-05995 1617.000 LFT | 270.00000 436590.00| 288.22000 466051.74| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 60 IN. | | | 0064 709-51821 LUMP | 8750.00000 8750.00| 7100.00000 7100.00| SURFACE SEAL | | | 0065 710-51864 800.000 EACH | 14.50000 11600.00| 9.58000 7664.00| FIELD DRILLED HOLE | | | 0066 714-26724 202.000 LFT | 545.00000 110090.00| 618.00000 124836.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0067 714-26725 108.000 LFT | 660.00000 71280.00| 671.00000 72468.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0068 715-05407 132.000 LFT | 10.00000 1320.00| 3.42000 451.44| PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,131,971.32 ROUTE : CR 1070 W CALL ORDER : 511 CONTRACT ID : B -26927-B COUNTIES : JACKSON WASHINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 724-51925 63.000 LFT | 100.00000 6300.00| 85.82000 5406.66| STRUCTURAL EXPANSION JOINT, SS | | | 0070 801-04308 2.000 EACH | 785.00000 1570.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06640 8.000 EACH | 280.00000 2240.00| 145.00000 1160.00| CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP | 2500.00000 2500.00| 4885.00000 4885.00| MAINTAINING TRAFFIC | | | 0073 801-07118 90.000 LFT | 24.50000 2205.00| 22.25000 2002.50| BARRICADE, III-A | | | 0074 802-05701 36.000 LFT | 12.75000 459.00| 12.50000 450.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 22.500 SFT | 19.00000 427.50| 18.45000 415.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0076 808-06713 11732.000 LFT | 0.14000 1642.48| 0.24000 2815.68| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-06726 70.000 LFT | 3.50000 245.00| 1.90000 133.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 3,113,636.38| $ 3,136,358.03| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,113,636.38| $ 3,136,358.03| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,078,873.95 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 2,458,920.97 118.2814% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,534,960.68 121.9391% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,653,000.00 127.6172% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,742,001.75 131.8984% 6 35-1609544 SCHUTT-LOOKABILL CO $ 3,281,729.69 157.8609% 35-1385672 FORCE CONSTRUCTION CO. INC. IRREGULAR ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION AND WIDENING | | | 0001 105-06845 LUMP | 6376.46000 6376.46| 17400.00000 17400.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1890.00000 22680.00| 1750.00000 21000.00| 1275.00000 15300.00 FIELD OFFICE, C | | | 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 | 102943.69000 102943.69| 125000.00000 125000.00| 125500.00000 125500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20588.73000 20588.73| 25000.00000 25000.00| 23500.00000 23500.00 CLEARING RIGHT OF WAY | | | 0007 201-90788 LUMP | 1000.00000 1000.00| 4600.00000 4600.00| 4500.00000 4500.00 DEBRIS, REMOVE | | | 0008 202-02240 271.400 SYS | 17.00000 4613.80| 13.50000 3663.90| 12.50000 3392.50 PAVEMENT REMOVAL | | | 0009 202-02245 2.000 EACH | 333.50000 667.00| 400.00000 800.00| 200.00000 400.00 TREE, 6 IN., REMOVE | | | 0010 202-02273 74.000 SYS | 18.00000 1332.00| 26.00000 1924.00| 25.00000 1850.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02278 406.000 LFT | 7.00000 2842.00| 3.00000 1218.00| 7.25000 2943.50 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51328 LUMP | 95807.59000 95807.59| 218828.67000 218828.67| 137500.00000 137500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-52710 264.000 SYS | 13.20000 3484.80| 5.50000 1452.00| 10.00000 2640.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-78515 LUMP | 1600.00000 1600.00| 1620.00000 1620.00| 1750.00000 1750.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 205-06937 400.000 LFT | 4.20000 1680.00| 2.20000 880.00| 2.00000 800.00 TEMPORARY SILT FENCE | | | 0016 206-51220 617.000 CYS | 45.00000 27765.00| 30.00000 18510.00| 150.00000 92550.00 EXCAVATION, WET | | | 0017 206-51225 49.000 CYS | 15.50000 759.50| 17.00000 833.00| 50.00000 2450.00 EXCAVATION, DRY | | | 0018 206-51235 LUMP | 56920.70000 56920.70| 220000.00000 220000.00| 135000.00000 135000.00 COFFERDAM | | | 0019 211-07454 308.000 CYS | 33.50000 10318.00| 30.00000 9240.00| 35.00000 10780.00 STRUCTURE BACKFILL | | | 0020 302-07455 51.000 CYS | 51.20000 2611.20| 43.00000 2193.00| 37.50000 1912.50 DENSE GRADED SUBBASE | | | 0021 303-01180 39.000 TON | 35.60000 1388.40| 18.00000 702.00| 27.50000 1072.50 COMPACTED AGGREGATE, NO. 53 | | | 0022 306-08043 294.000 SYS | 10.60000 3116.40| 10.00000 2940.00| 6.00000 1764.00 MILLING, TRANSITION | | | 0023 406-05520 1.000 TON | 180.00000 180.00| 260.00000 260.00| 250.00000 250.00 ASPHALT FOR TACK COAT | | | 0024 502-06329 117.000 SYS | 55.00000 6435.00| 90.00000 10530.00| 62.50000 7312.50 PCCP, 12 IN. | | | 0025 604-07897 125.000 SYS | 87.60000 10950.00| 105.00000 13125.00| 75.00000 9375.00 CURB RAMP, CONCRETE, C | | | 0026 604-91531 97.000 SYS | 33.00000 3201.00| 32.00000 3104.00| 32.50000 3152.50 SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06090 275.000 LFT | 12.00000 3300.00| 19.00000 5225.00| 20.00000 5500.00 CURB, INTEGRAL, CONCRETE | | | 0028 605-06100 20.500 LFT | 13.00000 266.50| 30.00000 615.00| 24.00000 492.00 CURB, INTEGRAL, C, CONCRETE | | | 0029 605-06120 160.000 LFT | 13.00000 2080.00| 23.00000 3680.00| 24.00000 3840.00 CURB, CONCRETE | | | 0030 605-06150 13.000 LFT | 17.50000 227.50| 30.00000 390.00| 25.00000 325.00 CURB AND GUTTER, C, CONCRETE | | | 0031 609-06259 360.000 SYS | 55.00000 19800.00| 63.00000 22680.00| 69.50000 25020.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 610-07488 226.000 TON | 72.00000 16272.00| 53.00000 11978.00| 72.50000 16385.00 HMA FOR APPROACHES, TYPE C | | | 0033 616-02320 1374.000 SYS | 2.10000 2885.40| 1.70000 2335.80| 2.50000 3435.00 GEOTEXTILES | | | 0034 616-06405 807.000 TON | 20.10000 16220.70| 28.00000 22596.00| 23.50000 18964.50 RIPRAP, REVETMENT | | | 0035 621-06567 2.000 MG | 5.51000 11.02| 5.00000 10.00| 5.00000 10.00 WATER | | | 0036 621-06575 340.000 SYS | 9.25000 3145.00| 10.00000 3400.00| 9.50000 3230.00 SODDING, NURSERY | | | 0037 622-05641 6.000 EACH | 109.50000 657.00| 110.00000 660.00| 120.00000 720.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0038 701-51195 1727.000 LFT | 27.00000 46629.00| 30.00000 51810.00| 37.50000 64762.50 PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 44.000 EACH | 111.20000 4892.80| 165.00000 7260.00| 105.00000 4620.00 PILE TIP, STEEL H | | | 0040 702-51005 386.000 CYS | 377.00000 145522.00| 470.00000 181420.00| 360.00000 138960.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 161.000 CYS | 273.00000 43953.00| 370.00000 59570.00| 310.00000 49910.00 CONCRETE, B, FOOTINGS | | | 0042 702-51046 214.000 CYS | 90.00000 19260.00| 100.00000 21400.00| 285.00000 60990.00 CONCRETE, FOUNDATION SEAL | | | 0043 702-51110 3072.000 LBS | 3.00000 9216.00| 2.70000 8294.40| 2.75000 8448.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 702-51863 885.000 EACH | 12.20000 10797.00| 14.50000 12832.50| 12.50000 11062.50 FIELD DRILLED HOLE IN CONCRETE | | | 0045 702-52376 60.600 CYS | 500.00000 30300.00| 440.00000 26664.00| 675.00000 40905.00 CONCRETE, C, STRUCTURES | | | 0046 703-51030 41667.000 LBS | 0.70000 29166.90| 0.65000 27083.55| 0.72000 30000.24 REINFORCING STEEL | | | 0047 703-51032 205414.000 LBS | 0.75000 154060.50| 0.75000 154060.50| 0.76000 156114.64 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 658.000 CYS | 398.00000 261884.00| 350.00000 230300.00| 372.50000 245105.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-51020 55.000 CYS | 1183.00000 65065.00| 950.00000 52250.00| 875.00000 48125.00 CONCRETE, C, RAILING | | | 0050 706-92556 720.000 LFT | 78.00000 56160.00| 145.00000 104400.00| 162.50000 117000.00 STRUCTURAL STEEL RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 709-51821 LUMP | 11726.04000 11726.04| 12000.00000 12000.00| 12500.00000 12500.00 SURFACE SEAL | | | 0052 711-51038 LUMP | 480000.00000 480000.00| 453843.00000 453843.00| 625000.00000 625000.00 STRUCTURAL STEEL | | | 0053 714-44240 43.000 CYS | 484.00000 20812.00| 630.00000 27090.00| 375.00000 16125.00 CONCRETE, A, STRUCTURES | | | 0054 715-91361 72.000 LFT | 54.30000 3909.60| 55.00000 3960.00| 5.75000 414.00 PIPE, PVC, 6 IN. | | | 0055 715-92037 1557.000 LFT | 7.12000 11085.84| 4.25000 6617.25| 5.25000 8174.25 PIPE, PVC, 4 IN. | | | 0056 720-44000 5.000 EACH | 474.00000 2370.00| 280.00000 1400.00| 275.00000 1375.00 CASTING, ADJUST TO GRADE | | | 0057 724-51925 153.000 LFT | 138.00000 21114.00| 100.00000 15300.00| 110.00000 16830.00 STRUCTURAL EXPANSION JOINT, SS | | | 0058 726-92406 18.000 EACH | 715.00000 12870.00| 850.00000 15300.00| 600.00000 10800.00 BEARING ASSEMBLY, ELASTOMERIC B1 | | | 0059 726-92406 18.000 EACH | 715.00000 12870.00| 850.00000 15300.00| 750.00000 13500.00 BEARING ASSEMBLY, ELASTOMERIC B2 | | | 0060 726-92406 9.000 EACH | 731.00000 6579.00| 850.00000 7650.00| 850.00000 7650.00 BEARING ASSEMBLY, ELASTOMERIC F3 | | | 0061 728-98377 LUMP | 4500.00000 4500.00| 4400.00000 4400.00| 4500.00000 4500.00 MASONRY COATING | | | 0062 801-01504 6.000 EACH | 27.00000 162.00| 50.00000 300.00| 30.00000 180.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0063 801-01505 6.000 EACH | 28.00000 168.00| 70.00000 420.00| 32.00000 192.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0064 801-04308 4.000 EACH | 235.00000 940.00| 350.00000 1400.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06207 1415.000 LFT | 0.73000 1032.95| 1.30000 1839.50| 1.00000 1415.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06625 29.000 EACH | 72.00000 2088.00| 85.00000 2465.00| 80.00000 2320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 11.000 EACH | 195.00000 2145.00| 115.00000 1265.00| 225.00000 2475.00 CONSTRUCTION SIGN, A | | | 0068 801-06710 240.000 DAY | 15.75000 3780.00| 15.00000 3600.00| 15.00000 3600.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06775 LUMP | 14638.00000 14638.00| 24100.00000 24100.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 144.000 LFT | 7.30000 1051.20| 10.00000 1440.00| 8.00000 1152.00 BARRICADE, III-A | | | 0071 802-76025 18.750 SFT | 9.75000 182.81| 20.00000 375.00| 20.00000 375.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0072 805-01439 1.000 EACH | 850.00000 850.00| 970.00000 970.00| 1000.00000 1000.00 MICROWAVE DETECTOR | | | 0073 805-01816 6.000 EACH | 900.00000 5400.00| 1700.00000 10200.00| 1625.00000 9750.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0074 805-01842 9.000 EACH | 600.00000 5400.00| 820.00000 7380.00| 790.00000 7110.00 HANDHOLE, SIGNAL | | | 0075 805-02069 1.000 EACH | 5409.00000 5409.00| 4800.00000 4800.00| 4575.00000 4575.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL | | | 0076 805-02072 1.000 EACH | 6903.00000 6903.00| 5500.00000 5500.00| 5150.00000 5150.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL | | | 0077 805-02073 1.000 EACH | 6303.00000 6303.00| 6000.00000 6000.00| 5600.00000 5600.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ORNAMENTAL | | | 0078 805-02074 1.000 EACH | 6200.00000 6200.00| 4000.00000 4000.00| 4000.00000 4000.00 SIGNAL CANTILEVER STRUCTURE, 10 FT. ARM | | | , ORNAMENTAL | | | 0079 805-02077 1.000 EACH | 6803.00000 6803.00| 6800.00000 6800.00| 6385.00000 6385.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | , ORNAMENTAL | | | 0080 805-02087 LUMP | 1000.00000 1000.00| 215.00000 215.00| 250.00000 250.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 805-02151 12.000 EACH | 250.00000 3000.00| 535.00000 6420.00| 525.00000 6300.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0082 805-04133 1.000 EACH | 250.00000 250.00| 950.00000 950.00| 910.00000 910.00 SIGNAL PEDESTAL, 12 FT. | | | 0083 805-04736 250.000 LFT | 0.90000 225.00| 1.15000 287.50| 1.20000 300.00 SIGNAL CABLE, 4C 18GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 805-05698 1.000 EACH | 800.00000 800.00| 1300.00000 1300.00| 1250.00000 1250.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0085 805-06592 1617.000 LFT | 12.50000 20212.50| 11.50000 18595.50| 10.65000 17221.05 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0086 805-78100 2.000 EACH | 8500.00000 17000.00| 9450.00000 18900.00| 8850.00000 17700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0087 805-78205 14.000 EACH | 520.00000 7280.00| 590.00000 8260.00| 570.00000 7980.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0088 805-78230 3.000 EACH | 850.00000 2550.00| 650.00000 1950.00| 612.00000 1836.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0090 805-78445 2.000 EACH | 475.00000 950.00| 670.00000 1340.00| 630.00000 1260.00 SIGNAL SERVICE | | | 0091 805-78467 295.000 LFT | 1.45000 427.75| 1.60000 472.00| 1.55000 457.25 SIGNAL CABLE, 3C 8GA. | | | 0092 805-78480 1361.000 LFT | 0.95000 1292.95| 1.00000 1361.00| 1.00000 1361.00 SIGNAL CABLE, 3C 14GA. | | | 0093 805-78485 636.000 LFT | 1.00000 636.00| 1.10000 699.60| 1.10000 699.60 SIGNAL CABLE, 5C 14GA. | | | 0094 805-78490 1238.000 LFT | 1.10000 1361.80| 1.20000 1485.60| 1.15000 1423.70 SIGNAL CABLE, 7C 14GA. | | | 0095 805-78900 1.000 EACH | 440.00000 440.00| 450.00000 450.00| 435.00000 435.00 PEDESTAL FOUNDATION, A | | | 0096 805-78925 2.000 EACH | 540.00000 1080.00| 950.00000 1900.00| 910.00000 1820.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0097 807-02191 4.000 EACH | 600.00000 2400.00| 800.00000 3200.00| 755.00000 3020.00 HANDHOLE, LIGHTING | | | 0098 807-03738 5.000 EACH | 3286.00000 16430.00| 3500.00000 17500.00| 3290.00000 16450.00 LIGHT POLE ASSEMBLY, STREET , ORNAMENTA | | | 0099 807-04112 700.000 LFT | 0.75000 525.00| 1.10000 770.00| 1.05000 735.00 WIRE, XHHW, NO. 10 COPPER IN CONDUIT, | | | 2-1C | | | 0100 807-86910 5.000 EACH | 30.00000 150.00| 32.50000 162.50| 32.00000 160.00 CONNECTOR KIT, UNFUSED | | | 0101 807-86915 5.000 EACH | 45.00000 225.00| 32.50000 162.50| 32.00000 160.00 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 807-86920 5.000 EACH | 30.00000 150.00| 13.00000 65.00| 12.50000 62.50 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0103 807-86925 5.000 EACH | 40.00000 200.00| 20.00000 100.00| 20.00000 100.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0104 807-86930 5.000 EACH | 20.00000 100.00| 9.50000 47.50| 10.00000 50.00 INSULATION LINK, NONWATERPROOFED | | | 0105 807-86935 5.000 EACH | 25.00000 125.00| 18.50000 92.50| 18.00000 90.00 INSULATION LINK, WATERPROOFED | | | 0106 808-03002 886.000 LFT | 0.38000 336.68| 1.50000 1329.00| 0.45000 398.70 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0107 808-03631 457.000 LFT | 0.38000 173.66| 1.50000 685.50| 0.45000 205.65 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0108 808-03632 636.000 LFT | 0.38000 241.68| 1.50000 954.00| 0.45000 286.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0109 808-06716 600.000 LFT | 0.01000 6.00| 0.80000 480.00| 0.02000 12.00 LINE, REMOVE | | | 0110 808-74805 114.000 LFT | 27.70000 3157.80| 8.20000 934.80| 30.00000 3420.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0111 808-74807 13.000 EACH | 97.00000 1261.00| 120.00000 1560.00| 100.00000 1300.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0112 808-74808 4.000 EACH | 249.00000 996.00| 160.00000 640.00| 260.00000 1040.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0113 808-94455 833.000 LFT | 4.70000 3915.10| 2.00000 1666.00| 4.80000 3998.40 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0114 213-08058 20.000 CYS | 82.40000 1648.00| 126.52000 2530.40| 100.00000 2000.00 FLOWABLE BACKFILL | | | SECTION TOTALS | $ 2,078,873.95| $ 2,458,920.97| $ 2,534,960.68 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,078,873.95| $ 2,458,920.97| $ 2,534,960.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION AND WIDENING | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 25000.00000 25000.00| 13920.00000 13920.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1500.00000 18000.00| 2000.00000 24000.00| 2000.00000 24000.00 FIELD OFFICE, C | | | 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 | 130000.00000 130000.00| 138000.00000 138000.00| 163132.00000 163132.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 29000.00000 29000.00| 36134.00000 36134.00 CLEARING RIGHT OF WAY | | | 0007 201-90788 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 3000.00000 3000.00 DEBRIS, REMOVE | | | 0008 202-02240 271.400 SYS | 12.00000 3256.80| 21.00000 5699.40| 16.00000 4342.40 PAVEMENT REMOVAL | | | 0009 202-02245 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 TREE, 6 IN., REMOVE | | | 0010 202-02273 74.000 SYS | 14.00000 1036.00| 73.00000 5402.00| 20.00000 1480.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02278 406.000 LFT | 4.00000 1624.00| 12.00000 4872.00| 6.00000 2436.00 CURB, CONCRETE, REMOVE | | | 0012 202-51328 LUMP | 250000.00000 250000.00| 227500.00000 227500.00| 342669.00000 342669.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-52710 264.000 SYS | 15.00000 3960.00| 20.00000 5280.00| 12.00000 3168.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-78515 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 3400.00000 3400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 205-06937 400.000 LFT | 2.00000 800.00| 2.00000 800.00| 2.32000 928.00 TEMPORARY SILT FENCE | | | 0016 206-51220 617.000 CYS | 75.00000 46275.00| 125.00000 77125.00| 600.00000 370200.00 EXCAVATION, WET | | | 0017 206-51225 49.000 CYS | 25.00000 1225.00| 25.00000 1225.00| 240.00000 11760.00 EXCAVATION, DRY | | | 0018 206-51235 LUMP | 171641.40000 171641.40| 161000.00000 161000.00| 116400.00000 116400.00 COFFERDAM | | | 0019 211-07454 308.000 CYS | 24.00000 7392.00| 50.00000 15400.00| 42.00000 12936.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 302-07455 51.000 CYS | 50.00000 2550.00| 55.00000 2805.00| 45.00000 2295.00 DENSE GRADED SUBBASE | | | 0021 303-01180 39.000 TON | 30.00000 1170.00| 25.00000 975.00| 40.00000 1560.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 306-08043 294.000 SYS | 9.00000 2646.00| 9.00000 2646.00| 10.00000 2940.00 MILLING, TRANSITION | | | 0023 406-05520 1.000 TON | 245.00000 245.00| 195.00000 195.00| 209.00000 209.00 ASPHALT FOR TACK COAT | | | 0024 502-06329 117.000 SYS | 60.00000 7020.00| 60.00000 7020.00| 70.00000 8190.00 PCCP, 12 IN. | | | 0025 604-07897 125.000 SYS | 100.00000 12500.00| 96.00000 12000.00| 64.00000 8000.00 CURB RAMP, CONCRETE, C | | | 0026 604-91531 97.000 SYS | 40.00000 3880.00| 38.00000 3686.00| 40.00000 3880.00 SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06090 275.000 LFT | 9.00000 2475.00| 8.00000 2200.00| 14.00000 3850.00 CURB, INTEGRAL, CONCRETE | | | 0028 605-06100 20.500 LFT | 26.00000 533.00| 25.00000 512.50| 30.00000 615.00 CURB, INTEGRAL, C, CONCRETE | | | 0029 605-06120 160.000 LFT | 22.00000 3520.00| 21.00000 3360.00| 19.00000 3040.00 CURB, CONCRETE | | | 0030 605-06150 13.000 LFT | 26.00000 338.00| 25.00000 325.00| 60.00000 780.00 CURB AND GUTTER, C, CONCRETE | | | 0031 609-06259 360.000 SYS | 85.00000 30600.00| 72.00000 25920.00| 78.00000 28080.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 610-07488 226.000 TON | 50.00000 11300.00| 77.25000 17458.50| 84.00000 18984.00 HMA FOR APPROACHES, TYPE C | | | 0033 616-02320 1374.000 SYS | 3.00000 4122.00| 2.00000 2748.00| 2.00000 2748.00 GEOTEXTILES | | | 0034 616-06405 807.000 TON | 25.00000 20175.00| 28.00000 22596.00| 27.38000 22095.66 RIPRAP, REVETMENT | | | 0035 621-06567 2.000 MG | 5.00000 10.00| 5.00000 10.00| 5.80000 11.60 WATER | | | 0036 621-06575 340.000 SYS | 9.25000 3145.00| 9.25000 3145.00| 10.73000 3648.20 SODDING, NURSERY | | | 0037 622-05641 6.000 EACH | 109.50000 657.00| 109.50000 657.00| 127.00000 762.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0038 701-51195 1727.000 LFT | 40.00000 69080.00| 36.00000 62172.00| 38.16000 65902.32 PILE, STEEL H, HP 12 X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 701-91792 44.000 EACH | 100.00000 4400.00| 91.00000 4004.00| 105.27000 4631.88 PILE TIP, STEEL H | | | 0040 702-51005 386.000 CYS | 525.00000 202650.00| 475.00000 183350.00| 493.60000 190529.60 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 161.000 CYS | 350.00000 56350.00| 265.00000 42665.00| 401.13000 64581.93 CONCRETE, B, FOOTINGS | | | 0042 702-51046 214.000 CYS | 200.00000 42800.00| 175.00000 37450.00| 160.40000 34325.60 CONCRETE, FOUNDATION SEAL | | | 0043 702-51110 3072.000 LBS | 3.50000 10752.00| 2.50000 7680.00| 3.00000 9216.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 702-51863 885.000 EACH | 8.00000 7080.00| 17.00000 15045.00| 9.00000 7965.00 FIELD DRILLED HOLE IN CONCRETE | | | 0045 702-52376 60.600 CYS | 500.00000 30300.00| 365.00000 22119.00| 536.08000 32486.45 CONCRETE, C, STRUCTURES | | | 0046 703-51030 41667.000 LBS | 0.75000 31250.25| 0.94000 39166.98| 0.70000 29166.90 REINFORCING STEEL | | | 0047 703-51032 205414.000 LBS | 0.85000 174601.90| 0.85000 174601.90| 0.73000 149952.22 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 658.000 CYS | 350.00000 230300.00| 400.00000 263200.00| 426.57000 280683.06 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-51020 55.000 CYS | 850.00000 46750.00| 625.00000 34375.00| 939.96000 51697.80 CONCRETE, C, RAILING | | | 0050 706-92556 720.000 LFT | 145.00000 104400.00| 143.00000 102960.00| 165.88000 119433.60 STRUCTURAL STEEL RAILING | | | 0051 709-51821 LUMP | 12000.00000 12000.00| 13250.00000 13250.00| 14758.00000 14758.00 SURFACE SEAL | | | 0052 711-51038 LUMP | 566000.00000 566000.00| 652000.00000 652000.00| 650522.00000 650522.00 STRUCTURAL STEEL | | | 0053 714-44240 43.000 CYS | 650.00000 27950.00| 425.00000 18275.00| 613.79000 26392.97 CONCRETE, A, STRUCTURES | | | 0054 715-91361 72.000 LFT | 65.00000 4680.00| 35.00000 2520.00| 14.00000 1008.00 PIPE, PVC, 6 IN. | | | 0055 715-92037 1557.000 LFT | 7.00000 10899.00| 6.00000 9342.00| 6.00000 9342.00 PIPE, PVC, 4 IN. | | | 0056 720-44000 5.000 EACH | 350.00000 1750.00| 500.00000 2500.00| 500.00000 2500.00 CASTING, ADJUST TO GRADE | | | 0057 724-51925 153.000 LFT | 100.00000 15300.00| 105.00000 16065.00| 120.00000 18360.00 STRUCTURAL EXPANSION JOINT, SS | | | 0058 726-92406 18.000 EACH | 800.00000 14400.00| 475.00000 8550.00| 928.00000 16704.00 BEARING ASSEMBLY, ELASTOMERIC B1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 726-92406 18.000 EACH | 1000.00000 18000.00| 715.00000 12870.00| 928.00000 16704.00 BEARING ASSEMBLY, ELASTOMERIC B2 | | | 0060 726-92406 9.000 EACH | 1200.00000 10800.00| 1000.00000 9000.00| 947.00000 8523.00 BEARING ASSEMBLY, ELASTOMERIC F3 | | | 0061 728-98377 LUMP | 4200.00000 4200.00| 4200.00000 4200.00| 4376.00000 4376.00 MASONRY COATING | | | 0062 801-01504 6.000 EACH | 28.00000 168.00| 30.00000 180.00| 52.00000 312.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0063 801-01505 6.000 EACH | 29.00000 174.00| 40.00000 240.00| 75.00000 450.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0064 801-04308 4.000 EACH | 240.00000 960.00| 240.00000 960.00| 377.00000 1508.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06207 1415.000 LFT | 0.80000 1132.00| 1.50000 2122.50| 1.39000 1966.85 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06625 29.000 EACH | 75.00000 2175.00| 115.00000 3335.00| 90.00000 2610.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 11.000 EACH | 200.00000 2200.00| 120.00000 1320.00| 122.00000 1342.00 CONSTRUCTION SIGN, A | | | 0068 801-06710 240.000 DAY | 16.00000 3840.00| 13.00000 3120.00| 51.29000 12309.60 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP | 8000.00000 8000.00| 20000.00000 20000.00| 28819.00000 28819.00 MAINTAINING TRAFFIC | | | 0070 801-07118 144.000 LFT | 7.50000 1080.00| 11.00000 1584.00| 11.00000 1584.00 BARRICADE, III-A | | | 0071 802-76025 18.750 SFT | 19.00000 356.25| 18.00000 337.50| 32.48000 609.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0072 805-01439 1.000 EACH | 920.00000 920.00| 900.00000 900.00| 1000.00000 1000.00 MICROWAVE DETECTOR | | | 0073 805-01816 6.000 EACH | 1600.00000 9600.00| 1570.00000 9420.00| 1160.00000 6960.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0074 805-01842 9.000 EACH | 800.00000 7200.00| 760.00000 6840.00| 760.00000 6840.00 HANDHOLE, SIGNAL | | | 0075 805-02069 1.000 EACH | 4600.00000 4600.00| 4505.00000 4505.00| 5370.00000 5370.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 805-02072 1.000 EACH | 5100.00000 5100.00| 5049.00000 5049.00| 6045.00000 6045.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL | | | 0077 805-02073 1.000 EACH | 5500.00000 5500.00| 5488.00000 5488.00| 6460.00000 6460.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ORNAMENTAL | | | 0078 805-02074 1.000 EACH | 4000.00000 4000.00| 3910.00000 3910.00| 5000.00000 5000.00 SIGNAL CANTILEVER STRUCTURE, 10 FT. ARM | | | , ORNAMENTAL | | | 0079 805-02077 1.000 EACH | 6300.00000 6300.00| 6285.00000 6285.00| 7136.00000 7136.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | , ORNAMENTAL | | | 0080 805-02087 LUMP | 210.00000 210.00| 200.00000 200.00| 1460.00000 1460.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 805-02151 12.000 EACH | 500.00000 6000.00| 495.00000 5940.00| 3967.00000 47604.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0082 805-04133 1.000 EACH | 900.00000 900.00| 880.00000 880.00| 478.00000 478.00 SIGNAL PEDESTAL, 12 FT. | | | 0083 805-04736 250.000 LFT | 1.10000 275.00| 1.10000 275.00| 1.00000 250.00 SIGNAL CABLE, 4C 18GA. | | | 0084 805-05698 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 896.00000 896.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0085 805-06592 1617.000 LFT | 11.00000 17787.00| 10.50000 16978.50| 17.40000 28135.80 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0086 805-78100 2.000 EACH | 9000.00000 18000.00| 8747.00000 17494.00| 10138.00000 20276.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0087 805-78205 14.000 EACH | 550.00000 7700.00| 543.00000 7602.00| 568.00000 7952.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0088 805-78230 3.000 EACH | 620.00000 1860.00| 602.00000 1806.00| 990.00000 2970.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0090 805-78445 2.000 EACH | 650.00000 1300.00| 620.00000 1240.00| 566.00000 1132.00 SIGNAL SERVICE | | | 0091 805-78467 295.000 LFT | 1.50000 442.50| 1.50000 442.50| 2.00000 590.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 805-78480 1361.000 LFT | 1.00000 1361.00| 0.95000 1292.95| 0.93000 1265.73 SIGNAL CABLE, 3C 14GA. | | | 0093 805-78485 636.000 LFT | 1.10000 699.60| 1.05000 667.80| 1.22000 775.92 SIGNAL CABLE, 5C 14GA. | | | 0094 805-78490 1238.000 LFT | 1.15000 1423.70| 1.10000 1361.80| 1.33000 1646.54 SIGNAL CABLE, 7C 14GA. | | | 0095 805-78900 1.000 EACH | 420.00000 420.00| 418.00000 418.00| 552.00000 552.00 PEDESTAL FOUNDATION, A | | | 0096 805-78925 2.000 EACH | 900.00000 1800.00| 880.00000 1760.00| 893.00000 1786.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0097 807-02191 4.000 EACH | 750.00000 3000.00| 740.00000 2960.00| 556.00000 2224.00 HANDHOLE, LIGHTING | | | 0098 807-03738 5.000 EACH | 3300.00000 16500.00| 3260.00000 16300.00| 3886.00000 19430.00 LIGHT POLE ASSEMBLY, STREET , ORNAMENTA | | | 0099 807-04112 700.000 LFT | 1.05000 735.00| 1.00000 700.00| 1.45000 1015.00 WIRE, XHHW, NO. 10 COPPER IN CONDUIT, | | | 2-1C | | | 0100 807-86910 5.000 EACH | 33.00000 165.00| 30.00000 150.00| 35.00000 175.00 CONNECTOR KIT, UNFUSED | | | 0101 807-86915 5.000 EACH | 33.00000 165.00| 30.00000 150.00| 35.00000 175.00 CONNECTOR KIT, FUSED | | | 0102 807-86920 5.000 EACH | 14.00000 70.00| 12.00000 60.00| 16.00000 80.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0103 807-86925 5.000 EACH | 19.00000 95.00| 18.00000 90.00| 58.00000 290.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0104 807-86930 5.000 EACH | 10.00000 50.00| 9.00000 45.00| 15.00000 75.00 INSULATION LINK, NONWATERPROOFED | | | 0105 807-86935 5.000 EACH | 18.00000 90.00| 17.00000 85.00| 58.00000 290.00 INSULATION LINK, WATERPROOFED | | | 0106 808-03002 886.000 LFT | 0.40000 354.40| 0.38000 336.68| 1.62000 1435.32 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0107 808-03631 457.000 LFT | 0.40000 182.80| 0.38000 173.66| 1.62000 740.34 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0108 808-03632 636.000 LFT | 0.40000 254.40| 0.38000 241.68| 1.62000 1030.32 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0109 808-06716 600.000 LFT | 0.01000 6.00| 3.00000 1800.00| 0.87000 522.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 521 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,602,570.78 ROUTE : CALL ORDER : 521 CONTRACT ID : B -27252-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 808-74805 114.000 LFT | 28.00000 3192.00| 27.70000 3157.80| 8.82000 1005.48 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0111 808-74807 13.000 EACH | 100.00000 1300.00| 97.00000 1261.00| 128.00000 1664.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0112 808-74808 4.000 EACH | 250.00000 1000.00| 249.00000 996.00| 174.00000 696.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0113 808-94455 833.000 LFT | 5.00000 4165.00| 4.70000 3915.10| 2.20000 1832.60 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0114 213-08058 20.000 CYS | 160.00000 3200.00| 75.00000 1500.00| 150.00000 3000.00 FLOWABLE BACKFILL | | | SECTION TOTALS | $ 2,653,000.00| $ 2,742,001.75| $ 3,281,729.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,653,000.00| $ 2,742,001.75| $ 3,281,729.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 838,132.98 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 889,469.68 106.1251% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 897,773.18 107.1158% ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 13762.00000 13762.00| 14809.74000 14809.74| 1114.33000 1114.33 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1190.00000 7140.00| 2503.58000 15021.48| 1922.17000 11533.02 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 | 41437.39000 41437.39| 44000.00000 44000.00| 46333.00000 46333.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11710.00000 11710.00| 3189.49000 3189.49| 1712.19000 1712.19 CLEARING RIGHT OF WAY | | | 0007 202-02241 114.000 m | 3.85000 438.90| 3.00000 342.00| 15.69000 1788.66 GUARDRAIL, REMOVE | | | 0008 202-04089 11.000 EACH | 22.00000 242.00| 20.00000 220.00| 20.00000 220.00 SIGN, SHEET, REMOVE | | | 0009 202-51330 LUMP | 27490.00000 27490.00| 21363.08000 21363.08| 39573.33000 39573.33 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51330 LUMP | 29370.00000 29370.00| 22358.09000 22358.09| 44152.42000 44152.42 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0011 202-99187 198.000 m | 3.00000 594.00| 6.74000 1334.52| 24.18000 4787.64 FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 2343.000 m3 | 15.45000 36199.35| 13.01000 30482.43| 14.14000 33130.02 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02070 517.000 m3 | 0.02000 10.34| 24.22000 12521.74| 14.33000 7408.61 BORROW | | | 0014 203-51223 237.000 m3 | 8.25000 1955.25| 17.06000 4043.22| 16.15000 3827.55 EXCAVATION, WATERWAY | | | 0015 205-03371 180.000 m3 | 6.60000 1188.00| 17.97000 3234.60| 3.33000 599.40 SEDIMENT REMOVE | | | 0016 205-06931 23.100 Mg | 31.15000 719.57| 63.71000 1471.70| 44.81000 1035.11 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 217.33000 434.66 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06936 56.000 Mg | 24.40000 1366.40| 63.54000 3558.24| 12.33000 690.48 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 284.000 m | 5.08000 1442.72| 5.08000 1442.72| 5.08000 1442.72 TEMPORARY SILT FENCE | | | 0020 207-07499 3676.000 m2 | 3.10000 11395.60| 2.54000 9337.04| 1.75000 6433.00 SUBGRADE TREATMENT, TYPE B | | | 0021 211-07454 54.000 m3 | 40.65000 2195.10| 32.25000 1741.50| 29.67000 1602.18 STRUCTURE BACKFILL | | | 0022 213-08058 8.000 m3 | 120.00000 960.00| 127.48000 1019.84| 173.26000 1386.08 FLOWABLE BACKFILL | | | 0023 302-07455 46.000 m3 | 46.95000 2159.70| 43.96000 2022.16| 28.81000 1325.26 DENSE GRADED SUBBASE | | | 0024 303-01180 1203.000 Mg | 15.58000 18742.74| 20.02000 24084.06| 15.53000 18682.59 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08043 368.000 m2 | 7.50000 2760.00| 10.09000 3713.12| 1.84000 677.12 MILLING, TRANSITION | | | 0026 402-07432 266.000 Mg | 45.00000 11970.00| 48.00000 12768.00| 45.00000 11970.00 HMA SURFACE, TYPE A | | | 0027 402-07433 328.000 Mg | 45.00000 14760.00| 50.00000 16400.00| 45.00000 14760.00 HMA SURFACE, TYPE B | | | 0028 402-07438 480.000 Mg | 43.00000 20640.00| 43.00000 20640.00| 43.00000 20640.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07441 1538.000 Mg | 35.00000 53830.00| 41.00000 63058.00| 35.00000 53830.00 HMA BASE, TYPE B | | | 0030 404-05511 1481.000 m2 | 3.00000 4443.00| 0.25000 370.25| 3.00000 4443.00 SEAL COAT, 2 | | | 0031 405-05517 2.400 Mg | 1.00000 2.40| 0.01000 0.02| 1.00000 2.40 ASPHALT FOR PRIME COAT | | | 0032 406-05520 2.000 Mg | 1.00000 2.00| 145.00000 290.00| 1.00000 2.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-01128 4.000 EACH | 1100.00000 4400.00| 1000.00000 4000.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0034 601-01522 4.000 EACH | 1300.00000 5200.00| 1650.00000 6600.00| 1650.00000 6600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01701 2.000 EACH | 1700.00000 3400.00| 1600.00000 3200.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0036 601-94689 6.000 EACH | 2200.00000 13200.00| 2125.00000 12750.00| 2125.00000 12750.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97774 2.000 EACH | 1100.00000 2200.00| 1000.00000 2000.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 274.000 m | 43.00000 11782.00| 45.90000 12576.60| 45.90000 12576.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06729 12.000 EACH | 7.00000 84.00| 5.23000 62.76| 40.96000 491.52 BARRIER DELINEATOR | | | 0040 609-06259 309.000 m2 | 54.55000 16855.95| 62.33000 19259.97| 74.75000 23097.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 610-07486 142.000 Mg | 57.00000 8094.00| 55.00000 7810.00| 57.00000 8094.00 HMA FOR APPROACHES, TYPE A | | | 0042 611-06497 4.000 EACH | 148.00000 592.00| 165.00000 660.00| 148.00000 592.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 34.000 EACH | 155.00000 5270.00| 102.00000 3468.00| 102.00000 3468.00 RIGHT OF WAY MARKER | | | 0044 615-06505 5.000 EACH | 315.00000 1575.00| 485.00000 2425.00| 485.00000 2425.00 MONUMENT, B | | | 0045 616-02320 2587.000 m2 | 2.26000 5846.62| 2.27000 5872.49| 2.47000 6389.89 GEOTEXTILES | | | 0046 616-06405 1217.000 Mg | 22.65000 27565.05| 34.50000 41986.50| 30.29000 36862.93 RIPRAP, REVETMENT | | | 0047 616-06451 119.000 Mg | 26.25000 3123.75| 66.36000 7896.84| 30.33000 3609.27 RIPRAP, UNIFORM | | | 0048 621-01004 4.000 EACH | 325.00000 1300.00| 325.00000 1300.00| 325.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 0.900 Mg | 643.00000 578.70| 643.00000 578.70| 643.00000 578.70 FERTILIZER | | | 0050 621-06553 134.000 kg | 6.78000 908.52| 6.78000 908.52| 6.78000 908.52 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06557 102.000 kg | 5.30000 540.60| 5.30000 540.60| 5.30000 540.60 SEED MIXTURE, T | | | 0052 621-06565 6.400 Mg | 491.00000 3142.40| 491.00000 3142.40| 491.00000 3142.40 MULCHING MATERIAL | | | 0053 621-06567 30.000 kL | 0.55000 16.50| 0.55000 16.50| 0.55000 16.50 WATER | | | 0054 621-06574 359.000 m2 | 4.16000 1493.44| 4.16000 1493.44| 4.16000 1493.44 SODDING | | | 0055 621-06575 1267.000 m2 | 4.16000 5270.72| 4.16000 5270.72| 5.02000 6360.34 SODDING, NURSERY | | | 0056 622-52436 16.000 EACH | 25.00000 400.00| 25.00000 400.00| 25.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 701-96089 763.000 m | 105.00000 80115.00| 165.00000 125895.00| 116.33000 88759.79 PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0058 701-98649 80.000 m | 300.00000 24000.00| 260.00000 20800.00| 422.05000 33764.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0059 702-04433 40.000 EACH | 44.00000 1760.00| 59.88000 2395.20| 61.37000 2454.80 FLOOR DRAIN, PVC, 150 mm | | | 0060 703-51030 13222.000 kg | 1.40000 18510.80| 1.00000 13222.00| 1.34000 17717.48 REINFORCING STEEL | | | 0061 703-51032 24456.000 kg | 1.55000 37906.80| 2.00000 48912.00| 1.23000 30080.88 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 184.000 m3 | 795.00000 146280.00| 638.09000 117408.56| 944.45000 173778.80 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH | 1760.00000 7040.00| 1684.54000 6738.16| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-05733 4.000 EACH | 2200.00000 8800.00| 1747.06000 6988.24| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0065 706-51020 18.000 m3 | 653.00000 11754.00| 616.34000 11094.12| 360.00000 6480.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 2482.00000 2482.00 SURFACE SEAL , STR. NO. 1 | | | 0067 709-51821 LUMP | 2925.00000 2925.00| 2200.00000 2200.00| 2550.00000 2550.00 SURFACE SEAL , STR. NO. 2 | | | 0068 715-03475 4.000 EACH | 345.00000 1380.00| 435.50000 1742.00| 659.90000 2639.60 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0069 715-05168 124.000 m | 62.50000 7750.00| 78.46000 9729.04| 53.98000 6693.52 PIPE, TYPE 3, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 715-05169 61.000 m | 64.50000 3934.50| 86.13000 5253.93| 91.79000 5599.19 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-05173 112.000 m | 103.00000 11536.00| 106.77000 11958.24| 83.71000 9375.52 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0072 715-46000 1.000 EACH | 155.00000 155.00| 315.42000 315.42| 566.89000 566.89 PIPE END SECTION, 300 mm | | | 0073 715-46005 2.000 EACH | 185.00000 370.00| 297.44000 594.88| 451.04000 902.08 PIPE END SECTION, 375 mm | | | 0074 715-46020 1.000 EACH | 300.00000 300.00| 396.33000 396.33| 628.89000 628.89 PIPE END SECTION, 600 mm | | | 0075 720-45070 2.000 EACH | 4585.00000 9170.00| 1597.18000 3194.36| 2817.67000 5635.34 INLET, P12A | | | 0076 801-04308 11.000 EACH | 390.00000 4290.00| 390.00000 4290.00| 390.00000 4290.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 28.000 EACH | 75.00000 2100.00| 75.00000 2100.00| 75.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 24.000 EACH | 90.00000 2160.00| 90.00000 2160.00| 90.00000 2160.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0080 801-07118 57.600 m | 53.00000 3052.80| 53.00000 3052.80| 53.00000 3052.80 BARRICADE, III-A | | | 0081 801-07119 38.400 m | 54.00000 2073.60| 54.00000 2073.60| 54.00000 2073.60 BARRICADE, III-B | | | 0082 802-05701 3.100 m | 14.76000 45.76| 42.00000 130.20| 14.76000 45.76 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-05702 9.800 m | 15.20000 148.96| 30.00000 294.00| 15.20000 148.96 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0084 802-76035 3.000 m2 | 162.00000 486.00| 135.00000 405.00| 162.00000 486.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 808-06703 950.000 m | 1.51000 1434.50| 1.05000 997.50| 1.51000 1434.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0086 808-75051 130.000 m | 5.41000 703.30| 6.66000 865.80| 5.41000 703.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0087 808-75063 17.000 m | 5.41000 91.97| 6.66000 113.22| 5.41000 91.97 LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 954,380.94 ROUTE : SR 10 CALL ORDER : 531 CONTRACT ID : B -27382-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1582109 |( 3 ) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO |KANKAKEE VALLEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-75240 268.000 m | 1.51000 404.68| 1.05000 281.40| 1.51000 404.68 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0089 808-75245 752.000 m | 1.55000 1165.60| 1.05000 789.60| 1.55000 1165.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0090 808-75998 29.000 EACH | 59.00000 1711.00| 59.00000 1711.00| 59.00000 1711.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 838,132.98| $ 889,469.68| $ 897,773.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 838,132.98| $ 889,469.68| $ 897,773.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,312.00 ROUTE : US 36 CALL ORDER : 541 CONTRACT ID : B -27709-A COUNTIES : VERMILLION PARKE LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 39,844.60 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 52,391.00 131.4883% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. CONDITIONAL $ 84,677.00 212.5181% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1111003 |( 3 ) 35-1381845 |CLR, INC. |WHITE CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-07038 6.000 MOS | 499.00000 2994.00| 2300.00000 13800.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 1995.00000 1995.00| 3455.00000 3455.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 616-02320 44.000 SYS | 4.40000 193.60| 26.00000 1144.00| 10.00000 440.00 GEOTEXTILES | | | 0006 616-06405 18.000 TON | 150.00000 2700.00| 170.00000 3060.00| 100.00000 1800.00 RIPRAP, REVETMENT | | | 0007 619-04414 2.000 EACH | 425.00000 850.00| 1100.00000 2200.00| 300.00000 600.00 DRAIN EXTENSION , 6" DIA, 45 DEG ELBOW | | | 0008 710-51864 19.000 EACH | 1250.00000 23750.00| 745.00000 14155.00| 2000.00000 38000.00 FIELD DRILLED HOLE | | | 0009 801-06640 21.000 EACH | 110.00000 2310.00| 220.00000 4620.00| 135.00000 2835.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP | 5050.00000 5050.00| 9955.00000 9955.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 39,844.60| $ 52,391.00| $ 84,677.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 39,844.60| $ 52,391.00| $ 84,677.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 416,283.33 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 427,323.19 102.6520% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 441,621.04 106.0867% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 474,000.00 113.8648% 5 35-1801998 CLR, INC. $ 490,139.70 117.7419% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 491,021.74 117.9537% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 491,637.20 118.1016% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1357381 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 9952.64000 9952.64| 8000.00000 8000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1626.47000 13011.76| 1100.00000 8800.00| 1500.00000 12000.00 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 | 24431.20000 24431.20| 21500.00000 21500.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6860.38000 6860.38| 11000.00000 11000.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 73.000 LFT | 3.14000 229.22| 3.50000 255.50| 3.50000 255.50 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 9685.64000 9685.64| 15000.00000 15000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 138.000 LFT | 6.39000 881.82| 12.00000 1656.00| 10.00000 1380.00 PIPE, REMOVE | | | 0010 203-02000 1022.000 CYS | 9.48000 9688.56| 9.00000 9198.00| 15.00000 15330.00 EXCAVATION, COMMON | | | 0011 203-02020 375.000 CYS | 15.64000 5865.00| 19.00000 7125.00| 25.00000 9375.00 EXCAVATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1357381 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06932 114.000 LFT | 8.65000 986.10| 9.00000 1026.00| 9.65000 1100.10 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 400.000 LFT | 1.71000 684.00| 1.80000 720.00| 2.00000 800.00 TEMPORARY SILT FENCE | | | 0014 207-07502 1381.000 SYS | 8.80000 12152.80| 6.00000 8286.00| 6.00000 8286.00 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 144.000 CYS | 37.26000 5365.44| 29.00000 4176.00| 20.00000 2880.00 STRUCTURE BACKFILL | | | 0016 213-08058 282.000 CYS | 75.92000 21409.44| 96.00000 27072.00| 75.00000 21150.00 FLOWABLE BACKFILL | | | 0017 301-07448 609.000 TON | 15.43000 9396.87| 13.50000 8221.50| 22.00000 13398.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07493 49.000 TON | 82.40000 4037.60| 85.00000 4165.00| 92.00000 4508.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1011.000 SYS | 4.67000 4721.37| 5.00000 5055.00| 5.00000 5055.00 MILLING, TRANSITION | | | 0020 402-07433 234.000 TON | 51.24000 11990.16| 50.00000 11700.00| 55.20000 12916.80 HMA SURFACE, TYPE B | | | 0021 402-07438 80.000 TON | 47.90000 3832.00| 48.00000 3840.00| 53.50000 4280.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 256.000 TON | 44.38000 11361.28| 43.00000 11008.00| 47.75000 12224.00 HMA BASE, TYPE B | | | 0023 404-05511 575.000 SYS | 3.21000 1845.75| 2.60000 1495.00| 2.75000 1581.25 SEAL COAT, 2 | | | 0024 406-05520 1.300 TON | 103.00000 133.90| 120.00000 156.00| 115.00000 149.50 ASPHALT FOR TACK COAT | | | 0025 601-01848 3.000 EACH | 1794.57000 5383.71| 1850.00000 5550.00| 2005.00000 6015.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2473.98000 4947.96| 3500.00000 7000.00| 2760.00000 5520.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 3.000 EACH | 2123.58000 6370.74| 2200.00000 6600.00| 2370.00000 7110.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 593.750 LFT | 14.18000 8419.38| 14.50000 8609.38| 15.85000 9410.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 32.000 TON | 65.85000 2107.20| 60.00000 1920.00| 63.25000 2024.00 HMA FOR APPROACHES, TYPE A | | | 0030 616-02320 847.000 SYS | 2.27000 1922.69| 2.70000 2286.90| 3.00000 2541.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1357381 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 616-05688 847.000 TON | 17.18000 14551.46| 18.00000 15246.00| 25.00000 21175.00 RIPRAP, CLASS 1 | | | 0032 621-01004 1.000 EACH | 309.00000 309.00| 325.00000 325.00| 345.00000 345.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 1090.000 SYS | 1.70000 1853.00| 1.75000 1907.50| 1.90000 2071.00 EROSION CONTROL BLANKET | | | 0034 621-06548 9.700 LBS | 26.27000 254.82| 26.00000 252.20| 29.50000 286.15 SEED MIXTURE, CV | | | 0035 621-06559 4780.000 SYS | 0.39000 1864.20| 0.40000 1912.00| 0.44000 2103.20 MULCHED SEEDING, R | | | 0036 621-06567 0.100 MG | 2.06000 0.21| 2.10000 0.21| 10.00000 1.00 WATER | | | 0037 621-06574 236.000 SYS | 8.14000 1921.04| 8.50000 2006.00| 9.10000 2147.60 SODDING | | | 0038 622-52436 4.000 EACH | 26.78000 107.12| 27.00000 108.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 50.000 EACH | 8.76000 438.00| 9.00000 450.00| 9.80000 490.00 SEEDLING | | | 0040 714-06660 46.000 SYS | 455.72000 20963.12| 330.00000 15180.00| 480.00000 22080.00 WINGWALL | | | 0041 715-05123 62.000 LFT | 30.92000 1917.04| 39.00000 2418.00| 30.00000 1860.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0042 715-05169 82.000 LFT | 31.29000 2565.78| 29.00000 2378.00| 20.00000 1640.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0043 715-07590 73.000 LFT | 2179.97000 159137.81| 2260.00000 164980.00| 2175.00000 158775.00 CULVERT , PRECAST, 3 SIDED, REINFORCED, | | | CONCRETE | | | 0044 715-46005 4.000 EACH | 175.36000 701.44| 175.00000 700.00| 225.00000 900.00 PIPE END SECTION, 15 IN. | | | 0045 715-46020 2.000 EACH | 235.10000 470.20| 275.00000 550.00| 275.00000 550.00 PIPE END SECTION, 24 IN. | | | 0046 715-91361 100.000 LFT | 8.22000 822.00| 16.00000 1600.00| 10.00000 1000.00 PIPE, PVC, 6 IN. | | | 0047 715-92037 100.000 LFT | 8.22000 822.00| 15.00000 1500.00| 10.00000 1000.00 PIPE, PVC, 4 IN. | | | 0048 801-04308 6.000 EACH | 179.22000 1075.32| 160.00000 960.00| 170.00000 1020.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06199 2.000 EACH | 283.25000 566.50| 480.00000 960.00| 325.00000 650.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1357381 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-06625 13.000 EACH | 72.10000 937.30| 110.00000 1430.00| 113.00000 1469.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 7.000 EACH | 131.84000 922.88| 135.00000 945.00| 144.00000 1008.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 4.000 EACH | 41.20000 164.80| 28.00000 112.00| 29.00000 116.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 5420.64000 5420.64| 8000.00000 8000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0054 801-07119 84.000 LFT | 7.26000 609.84| 11.00000 924.00| 11.50000 966.00 BARRICADE, III-B | | | 0055 808-06713 1320.000 LFT | 0.08000 105.60| 0.40000 528.00| 0.40000 528.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1320.000 LFT | 0.08000 105.60| 0.40000 528.00| 0.40000 528.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 416,283.33| $ 427,323.19| $ 441,621.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 416,283.33| $ 427,323.19| $ 441,621.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1801998 |( 6 ) 35-1385672 |RIETH RILEY CONSTRUCTION |CLR, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5400.00000 5400.00| 5000.00000 5000.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2200.00000 17600.00| 1350.00000 10800.00| 1422.00000 11376.00 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 | 23750.00000 23750.00| 24500.00000 24500.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9900.00000 9900.00| 9800.00000 9800.00| 12230.00000 12230.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 73.000 LFT | 3.00000 219.00| 10.00000 730.00| 3.00000 219.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 14000.00000 14000.00| 10000.00000 10000.00| 36848.00000 36848.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 138.000 LFT | 24.00000 3312.00| 12.50000 1725.00| 13.00000 1794.00 PIPE, REMOVE | | | 0010 203-02000 1022.000 CYS | 28.00000 28616.00| 5.15000 5263.30| 17.75000 18140.50 EXCAVATION, COMMON | | | 0011 203-02020 375.000 CYS | 28.00000 10500.00| 6.85000 2568.75| 25.00000 9375.00 EXCAVATION, UNCLASSIFIED | | | 0012 205-06932 114.000 LFT | 8.40000 957.60| 9.00000 1026.00| 12.10000 1379.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 400.000 LFT | 1.65000 660.00| 1.84000 736.00| 2.08000 832.00 TEMPORARY SILT FENCE | | | 0014 207-07502 1381.000 SYS | 4.75000 6559.75| 4.00000 5524.00| 8.20000 11324.20 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 144.000 CYS | 30.00000 4320.00| 45.00000 6480.00| 64.00000 9216.00 STRUCTURE BACKFILL | | | 0016 213-08058 282.000 CYS | 70.00000 19740.00| 74.00000 20868.00| 79.00000 22278.00 FLOWABLE BACKFILL | | | 0017 301-07448 609.000 TON | 20.00000 12180.00| 16.45000 10018.05| 16.50000 10048.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07493 49.000 TON | 112.00000 5488.00| 89.00000 4361.00| 80.49000 3944.01 WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1011.000 SYS | 9.00000 9099.00| 2.20000 2224.20| 4.38000 4428.18 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1801998 |( 6 ) 35-1385672 |RIETH RILEY CONSTRUCTION |CLR, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 234.000 TON | 68.00000 15912.00| 50.00000 11700.00| 51.00000 11934.00 HMA SURFACE, TYPE B | | | 0021 402-07438 80.000 TON | 65.00000 5200.00| 52.00000 4160.00| 49.00000 3920.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 256.000 TON | 55.00000 14080.00| 43.00000 11008.00| 46.00000 11776.00 HMA BASE, TYPE B | | | 0023 404-05511 575.000 SYS | 14.00000 8050.00| 1.90000 1092.50| 7.00000 4025.00 SEAL COAT, 2 | | | 0024 406-05520 1.300 TON | 150.00000 195.00| 100.00000 130.00| 220.00000 286.00 ASPHALT FOR TACK COAT | | | 0025 601-01848 3.000 EACH | 1742.30000 5226.90| 1950.00000 5850.00| 1742.00000 5226.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2401.92000 4803.84| 2700.00000 5400.00| 2401.92000 4803.84 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 3.000 EACH | 2061.73000 6185.19| 2400.00000 7200.00| 2061.73000 6185.19 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 593.750 LFT | 13.77000 8175.94| 16.00000 9500.00| 13.77000 8175.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 32.000 TON | 102.00000 3264.00| 62.00000 1984.00| 185.00000 5920.00 HMA FOR APPROACHES, TYPE A | | | 0030 616-02320 847.000 SYS | 3.00000 2541.00| 4.75000 4023.25| 1.77000 1499.19 GEOTEXTILES | | | 0031 616-05688 847.000 TON | 25.00000 21175.00| 21.00000 17787.00| 16.95000 14356.65 RIPRAP, CLASS 1 | | | 0032 621-01004 1.000 EACH | 300.00000 300.00| 400.00000 400.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 1090.000 SYS | 1.65000 1798.50| 1.65000 1798.50| 1.70000 1853.00 EROSION CONTROL BLANKET | | | 0034 621-06548 9.700 LBS | 25.50000 247.35| 28.50000 276.45| 25.00000 242.50 SEED MIXTURE, CV | | | 0035 621-06559 4780.000 SYS | 0.38000 1816.40| 0.38000 1816.40| 0.37000 1768.60 MULCHED SEEDING, R | | | 0036 621-06567 0.100 MG | 2.00000 0.20| 2.00000 0.20| 20.00000 2.00 WATER | | | 0037 621-06574 236.000 SYS | 7.90000 1864.40| 15.00000 3540.00| 10.85000 2560.60 SODDING | | | 0038 622-52436 4.000 EACH | 26.00000 104.00| 30.00000 120.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1801998 |( 6 ) 35-1385672 |RIETH RILEY CONSTRUCTION |CLR, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 622-91786 50.000 EACH | 8.50000 425.00| 9.50000 475.00| 10.00000 500.00 SEEDLING | | | 0040 714-06660 46.000 SYS | 300.00000 13800.00| 800.00000 36800.00| 600.00000 27600.00 WINGWALL | | | 0041 715-05123 62.000 LFT | 49.00000 3038.00| 41.00000 2542.00| 86.10000 5338.20 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0042 715-05169 82.000 LFT | 25.00000 2050.00| 32.50000 2665.00| 61.50000 5043.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0043 715-07590 73.000 LFT | 2300.00000 167900.00| 3046.50000 222394.50| 2298.00000 167754.00 CULVERT , PRECAST, 3 SIDED, REINFORCED, | | | CONCRETE | | | 0044 715-46005 4.000 EACH | 300.00000 1200.00| 275.00000 1100.00| 586.87000 2347.48 PIPE END SECTION, 15 IN. | | | 0045 715-46020 2.000 EACH | 350.00000 700.00| 399.00000 798.00| 939.66000 1879.32 PIPE END SECTION, 24 IN. | | | 0046 715-91361 100.000 LFT | 20.00000 2000.00| 8.00000 800.00| 11.15000 1115.00 PIPE, PVC, 6 IN. | | | 0047 715-92037 100.000 LFT | 20.00000 2000.00| 7.25000 725.00| 11.73000 1173.00 PIPE, PVC, 4 IN. | | | 0048 801-04308 6.000 EACH | 130.00000 780.00| 175.00000 1050.00| 195.00000 1170.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06199 2.000 EACH | 250.00000 500.00| 275.00000 550.00| 525.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0050 801-06625 13.000 EACH | 90.00000 1170.00| 150.00000 1950.00| 55.00000 715.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 7.000 EACH | 100.00000 700.00| 200.00000 1400.00| 86.52000 605.64 CONSTRUCTION SIGN, A | | | 0052 801-06645 4.000 EACH | 30.00000 120.00| 100.00000 400.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 2423.93000 2423.93| 6000.00000 6000.00| 4414.00000 4414.00 MAINTAINING TRAFFIC | | | 0054 801-07119 84.000 LFT | 7.50000 630.00| 10.00000 840.00| 11.00000 924.00 BARRICADE, III-B | | | 0055 808-06713 1320.000 LFT | 0.50000 660.00| 0.09000 118.80| 0.42000 554.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1320.000 LFT | 0.50000 660.00| 0.09000 118.80| 0.42000 554.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 474,000.00| $ 490,139.70| $ 491,021.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 474,000.00| $ 490,139.70| $ 491,021.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1250.00000 10000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 24000.00000 24000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 73.000 LFT | 3.00000 219.00| | GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 138.000 LFT | 14.00000 1932.00| | PIPE, REMOVE | | | 0010 203-02000 1022.000 CYS | 20.00000 20440.00| | EXCAVATION, COMMON | | | 0011 203-02020 375.000 CYS | 25.00000 9375.00| | EXCAVATION, UNCLASSIFIED | | | 0012 205-06932 114.000 LFT | 3.00000 342.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 400.000 LFT | 2.08000 832.00| | TEMPORARY SILT FENCE | | | 0014 207-07502 1381.000 SYS | 14.00000 19334.00| | SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 144.000 CYS | 45.00000 6480.00| | STRUCTURE BACKFILL | | | 0016 213-08058 282.000 CYS | 90.00000 25380.00| | FLOWABLE BACKFILL | | | 0017 301-07448 609.000 TON | 25.00000 15225.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07493 49.000 TON | 60.00000 2940.00| | WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1011.000 SYS | 6.00000 6066.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 234.000 TON | 51.00000 11934.00| | HMA SURFACE, TYPE B | | | 0021 402-07438 80.000 TON | 49.00000 3920.00| | HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 256.000 TON | 46.00000 11776.00| | HMA BASE, TYPE B | | | 0023 404-05511 575.000 SYS | 7.00000 4025.00| | SEAL COAT, 2 | | | 0024 406-05520 1.300 TON | 220.00000 286.00| | ASPHALT FOR TACK COAT | | | 0025 601-01848 3.000 EACH | 1750.00000 5250.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2500.00000 5000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 3.000 EACH | 2100.00000 6300.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 593.750 LFT | 14.00000 8312.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 32.000 TON | 130.00000 4160.00| | HMA FOR APPROACHES, TYPE A | | | 0030 616-02320 847.000 SYS | 2.00000 1694.00| | GEOTEXTILES | | | 0031 616-05688 847.000 TON | 30.00000 25410.00| | RIPRAP, CLASS 1 | | | 0032 621-01004 1.000 EACH | 675.00000 675.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 1090.000 SYS | 1.70000 1853.00| | EROSION CONTROL BLANKET | | | 0034 621-06548 9.700 LBS | 25.00000 242.50| | SEED MIXTURE, CV | | | 0035 621-06559 4780.000 SYS | 0.37000 1768.60| | MULCHED SEEDING, R | | | 0036 621-06567 0.100 MG | 20.00000 2.00| | WATER | | | 0037 621-06574 236.000 SYS | 10.85000 2560.60| | SODDING | | | 0038 622-52436 4.000 EACH | 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 551 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 447,290.48 ROUTE : SR 142 CALL ORDER : 551 CONTRACT ID : B -27787-A COUNTIES : MORGAN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 622-91786 50.000 EACH | 10.00000 500.00| | SEEDLING | | | 0040 714-06660 46.000 SYS | 600.00000 27600.00| | WINGWALL | | | 0041 715-05123 62.000 LFT | 48.00000 2976.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0042 715-05169 82.000 LFT | 40.00000 3280.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0043 715-07590 73.000 LFT | 2475.00000 180675.00| | CULVERT , PRECAST, 3 SIDED, REINFORCED, | | | CONCRETE | | | 0044 715-46005 4.000 EACH | 350.00000 1400.00| | PIPE END SECTION, 15 IN. | | | 0045 715-46020 2.000 EACH | 400.00000 800.00| | PIPE END SECTION, 24 IN. | | | 0046 715-91361 100.000 LFT | 15.00000 1500.00| | PIPE, PVC, 6 IN. | | | 0047 715-92037 100.000 LFT | 12.00000 1200.00| | PIPE, PVC, 4 IN. | | | 0048 801-04308 6.000 EACH | 130.00000 780.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06199 2.000 EACH | 250.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0050 801-06625 13.000 EACH | 90.00000 1170.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 7.000 EACH | 100.00000 700.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 4.000 EACH | 30.00000 120.00| | CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 2650.00000 2650.00| | MAINTAINING TRAFFIC | | | 0054 801-07119 84.000 LFT | 7.50000 630.00| | BARRICADE, III-B | | | 0055 808-06713 1320.000 LFT | 0.50000 660.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1320.000 LFT | 0.50000 660.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 491,637.20| | ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 491,637.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 608,617.93 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 645,632.30 106.0817% 3 35-0626844 RUDOLPH, J.H. & CO $ 704,992.40 115.8350% 4 35-1878024 RAGLE, INC. $ 718,585.98 118.0685% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 742,050.20 121.9238% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 886,971.14 145.7353% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO 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 | 3500.00000 3500.00| 2500.00000 2500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1000.00000 8000.00| 1500.00000 12000.00| 1750.00000 14000.00 FIELD OFFICE, A | | | 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 | 30000.00000 30000.00| 32000.00000 32000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 247.000 SYS | 20.00000 4940.00| 20.00000 4940.00| 24.25000 5989.75 PAVEMENT REMOVAL | | | 0007 202-02241 552.000 LFT | 3.00000 1656.00| 3.75000 2070.00| 4.00000 2208.00 GUARDRAIL, REMOVE | | | 0008 202-02272 10.000 LFT | 7.50000 75.00| 35.00000 350.00| 16.00000 160.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02276 2.000 EACH | 225.00000 450.00| 350.00000 700.00| 160.00000 320.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0010 202-05896 4.000 EACH | 200.00000 800.00| 160.00000 640.00| 156.00000 624.00 WELD , CRACK GRINDING | | | 0011 202-51328 LUMP | 64500.00000 64500.00| 65500.00000 65500.00| 92000.00000 92000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-93741 4.000 EACH | 550.00000 2200.00| 400.00000 1600.00| 325.00000 1300.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 244.000 CYS | 15.00000 3660.00| 25.00000 6100.00| 26.00000 6344.00 EXCAVATION, COMMON | | | 0014 210-08315 LUMP | 3750.00000 3750.00| 4500.00000 4500.00| 2800.00000 2800.00 CATWALK REMOVAL, STORAGE AND RESETTING | | | 0015 213-04324 5.000 CYS | 100.00000 500.00| 115.00000 575.00| 190.00000 950.00 FLOWABLE FILL | | | 0016 302-07455 40.000 CYS | 35.00000 1400.00| 80.00000 3200.00| 88.00000 3520.00 DENSE GRADED SUBBASE | | | 0017 306-08034 743.000 SYS | 5.00000 3715.00| 7.00000 5201.00| 7.00000 5201.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07438 93.000 TON | 70.00000 6510.00| 53.00000 4929.00| 60.00000 5580.00 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 390.500 TON | 55.00000 21477.50| 40.00000 15620.00| 50.00000 19525.00 HMA BASE, TYPE B | | | 0020 402-07451 77.600 TON | 95.00000 7372.00| 55.00000 4268.00| 90.00000 6984.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05521 1419.000 SYS | 0.12000 170.28| 0.30000 425.70| 1.00000 1419.00 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH | 1650.00000 6600.00| 1600.00000 6400.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-04746 1.000 EACH | 3250.00000 3250.00| 2000.00000 2000.00| 3900.00000 3900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0024 601-94689 4.000 EACH | 2475.00000 9900.00| 2300.00000 9200.00| 2900.00000 11600.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 237.500 LFT | 17.50000 4156.25| 16.00000 3800.00| 25.60000 6080.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06639 700.000 LFT | 15.00000 10500.00| 24.00000 16800.00| 21.00000 14700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 14.000 EACH | 7.50000 105.00| 7.50000 105.00| 7.50000 105.00 BARRIER DELINEATOR | | | 0028 607-06335 46.000 LFT | 25.00000 1150.00| 45.00000 2070.00| 48.00000 2208.00 PAVED SIDE DITCH, A | | | 0029 607-90826 2.000 EACH | 475.00000 950.00| 1500.00000 3000.00| 1110.00000 2220.00 GUTTER TURNOUT, CONCRETE | | | 0030 609-06259 244.000 SYS | 65.00000 15860.00| 60.00000 14640.00| 65.00000 15860.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 616-51367 10.000 SYS | 29.50000 295.00| 75.00000 750.00| 73.00000 730.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0032 616-93772 10.000 EACH | 50.00000 500.00| 90.00000 900.00| 105.00000 1050.00 INSPECTION HOLE | | | 0033 619-05926 LUMP | 2500.00000 2500.00| 1600.00000 1600.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | 0034 619-95457 LUMP | 21000.00000 21000.00| 11500.00000 11500.00| 21500.00000 21500.00 CLEAN AND PAINT STRUCTURAL STEEL , END | | | DIAPHRAGMS, BEAM ENDS, HINGE AREAS | | | 0035 619-98427 2.000 EACH | 150.00000 300.00| 500.00000 1000.00| 100.00000 200.00 CLEAN DRAINS | | | 0036 621-01004 2.000 EACH | 100.00000 200.00| 655.00000 1310.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 266.000 SYS | 1.00000 266.00| 4.95000 1316.70| 4.90000 1303.40 MULCHED SEEDING, R | | | 0038 621-06574 9.000 SYS | 10.00000 90.00| 80.00000 720.00| 75.00000 675.00 SODDING | | | 0039 702-51005 5.000 CYS | 575.00000 2875.00| 950.00000 4750.00| 380.00000 1900.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51110 384.000 LBS | 2.75000 1056.00| 2.50000 960.00| 4.20000 1612.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 272.000 EACH | 7.00000 1904.00| 10.00000 2720.00| 11.00000 2992.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51032 93266.000 LBS | 0.80000 74612.80| 0.80000 74612.80| 0.74000 69016.84 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 303.000 CYS | 366.00000 110898.00| 425.00000 128775.00| 430.00000 130290.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH | 1325.00000 5300.00| 1350.00000 5400.00| 960.00000 3840.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 46.000 CYS | 405.00000 18630.00| 405.00000 18630.00| 425.00000 19550.00 CONCRETE, C, RAILING | | | 0046 709-51821 LUMP | 6250.00000 6250.00| 6655.00000 6655.00| 6000.00000 6000.00 SURFACE SEAL | | | 0047 711-04121 180.000 EACH | 24.00000 4320.00| 15.00000 2700.00| 12.00000 2160.00 ANCHOR BOLT, AB1 | | | 0048 711-05728 4.000 EACH | 2400.00000 9600.00| 1875.00000 7500.00| 3050.00000 12200.00 REPAIR , HINGE | | | 0049 711-08254 104.000 IN | 6.50000 676.00| 4.55000 473.20| 4.70000 488.80 STRUCTURAL STEEL CUTTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 711-51035 1104.000 LBS | 8.50000 9384.00| 15.00000 16560.00| 10.10000 11150.40 STRUCTURAL STEEL | | | 0051 711-51864 52.000 EACH | 12.00000 624.00| 9.10000 473.20| 9.40000 488.80 DRILLED HOLE | | | 0052 711-51877 LUMP | 7500.00000 7500.00| 10000.00000 10000.00| 6300.00000 6300.00 JACKING AND SUPPORTING BEAMS | | | 0053 711-96526 1053.000 EACH | 3.10000 3264.30| 2.95000 3106.35| 3.00000 3159.00 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0054 711-96899 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 950.00000 950.00 BEAMS, RESET | | | 0055 715-91361 5.000 LFT | 15.00000 75.00| 75.00000 375.00| 70.00000 350.00 PIPE, PVC, 6 IN. | | | 0056 720-44070 2.000 EACH | 500.00000 1000.00| 700.00000 1400.00| 700.00000 1400.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0057 724-51925 94.000 LFT | 105.00000 9870.00| 100.00000 9400.00| 90.50000 8507.00 STRUCTURAL EXPANSION JOINT, SS | | | 0058 726-93267 18.000 EACH | 785.00000 14130.00| 750.00000 13500.00| 1235.00000 22230.00 BEARING ASSEMBLY, A | | | 0059 726-93268 9.000 EACH | 860.00000 7740.00| 950.00000 8550.00| 1535.00000 13815.00 BEARING ASSEMBLY, B | | | 0060 726-93269 9.000 EACH | 860.00000 7740.00| 925.00000 8325.00| 1385.00000 12465.00 BEARING ASSEMBLY, C | | | 0061 801-01851 LUMP | 22500.00000 22500.00| 26500.00000 26500.00| 26250.00000 26250.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0062 801-06203 1463.000 LFT | 0.60000 877.80| 0.65000 950.95| 0.25000 365.75 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0063 801-06207 13064.000 LFT | 1.00000 13064.00| 1.15000 15023.60| 1.00000 13064.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06218 120.000 LFT | 6.00000 720.00| 6.85000 822.00| 5.90000 708.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0065 801-06640 57.000 EACH | 135.00000 7695.00| 114.00000 6498.00| 115.00000 6555.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 12.000 EACH | 50.00000 600.00| 50.00000 600.00| 50.00000 600.00 CONSTRUCTION SIGN, B | | | 0067 801-06710 240.000 DAY | 15.00000 3600.00| 20.00000 4800.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0068 801-06775 LUMP | 9500.00000 9500.00| 10000.00000 10000.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-07118 12.000 LFT | 25.00000 300.00| 35.60000 427.20| 25.00000 300.00 BARRICADE, III-A | | | 0070 808-06702 405.000 LFT | 1.00000 405.00| 4.80000 1944.00| 0.70000 283.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0071 808-06713 1456.000 LFT | 0.50000 728.00| 0.65000 946.40| 0.24000 349.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0072 808-06714 1458.000 LFT | 0.50000 729.00| 0.65000 947.70| 0.24000 349.92 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0073 808-06716 2440.000 LFT | 1.00000 2440.00| 0.55000 1342.00| 0.95000 2318.00 LINE, REMOVE | | | 0074 808-75996 19.000 EACH | 15.00000 285.00| 25.00000 475.00| 10.00000 190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 19.000 EACH | 75.00000 1425.00| 92.50000 1757.50| 65.00000 1235.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 608,617.93| $ 645,632.30| $ 704,992.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 608,617.93| $ 645,632.30| $ 704,992.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. 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 | 2500.00000 2500.00| 8000.00000 8000.00| 6300.00000 6300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1000.00000 8000.00| 1250.00000 10000.00| 1592.00000 12736.00 FIELD OFFICE, A | | | 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 | 35500.00000 35500.00| 36000.00000 36000.00| 44345.00000 44345.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 247.000 SYS | 15.00000 3705.00| 11.00000 2717.00| 22.00000 5434.00 PAVEMENT REMOVAL | | | 0007 202-02241 552.000 LFT | 5.00000 2760.00| 2.50000 1380.00| 3.50000 1932.00 GUARDRAIL, REMOVE | | | 0008 202-02272 10.000 LFT | 20.00000 200.00| 55.00000 550.00| 46.60000 466.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02276 2.000 EACH | 150.00000 300.00| 350.00000 700.00| 247.00000 494.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0010 202-05896 4.000 EACH | 350.00000 1400.00| 160.00000 640.00| 156.00000 624.00 WELD , CRACK GRINDING | | | 0011 202-51328 LUMP | 85000.00000 85000.00| 71400.00000 71400.00| 94321.00000 94321.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-93741 4.000 EACH | 150.00000 600.00| 500.00000 2000.00| 578.91000 2315.64 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 244.000 CYS | 20.00000 4880.00| 22.00000 5368.00| 21.59000 5267.96 EXCAVATION, COMMON | | | 0014 210-08315 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 5754.00000 5754.00 CATWALK REMOVAL, STORAGE AND RESETTING | | | 0015 213-04324 5.000 CYS | 200.00000 1000.00| 165.00000 825.00| 105.00000 525.00 FLOWABLE FILL | | | 0016 302-07455 40.000 CYS | 55.00000 2200.00| 70.00000 2800.00| 67.85000 2714.00 DENSE GRADED SUBBASE | | | 0017 306-08034 743.000 SYS | 6.00000 4458.00| 7.00000 5201.00| 5.80000 4309.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07438 93.000 TON | 70.00000 6510.00| 60.00000 5580.00| 60.00000 5580.00 HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07441 390.500 TON | 50.00000 19525.00| 50.00000 19525.00| 50.00000 19525.00 HMA BASE, TYPE B | | | 0020 402-07451 77.600 TON | 150.00000 11640.00| 90.00000 6984.00| 90.00000 6984.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05521 1419.000 SYS | 1.00000 1419.00| 0.10000 141.90| 0.10000 141.90 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-04746 1.000 EACH | 3900.00000 3900.00| 3450.00000 3450.00| 3900.00000 3900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0024 601-94689 4.000 EACH | 2895.00000 11580.00| 2300.00000 9200.00| 2895.00000 11580.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 237.500 LFT | 25.60000 6080.00| 16.00000 3800.00| 25.60000 6080.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06639 700.000 LFT | 40.00000 28000.00| 20.00000 14000.00| 22.00000 15400.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 14.000 EACH | 6.00000 84.00| 7.00000 98.00| 15.00000 210.00 BARRIER DELINEATOR | | | 0028 607-06335 46.000 LFT | 40.00000 1840.00| 125.00000 5750.00| 50.00000 2300.00 PAVED SIDE DITCH, A | | | 0029 607-90826 2.000 EACH | 250.00000 500.00| 1600.00000 3200.00| 500.00000 1000.00 GUTTER TURNOUT, CONCRETE | | | 0030 609-06259 244.000 SYS | 60.00000 14640.00| 75.00000 18300.00| 55.00000 13420.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0031 616-51367 10.000 SYS | 75.00000 750.00| 80.00000 800.00| 50.00000 500.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0032 616-93772 10.000 EACH | 85.00000 850.00| 100.00000 1000.00| 250.00000 2500.00 INSPECTION HOLE | | | 0033 619-05926 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | 0034 619-95457 LUMP | 23500.00000 23500.00| 10000.00000 10000.00| 20441.00000 20441.00 CLEAN AND PAINT STRUCTURAL STEEL , END | | | DIAPHRAGMS, BEAM ENDS, HINGE AREAS | | | 0035 619-98427 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 100.00000 200.00 CLEAN DRAINS | | | 0036 621-01004 2.000 EACH | 100.00000 200.00| 650.00000 1300.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06559 266.000 SYS | 1.30000 345.80| 4.90000 1303.40| 2.35000 625.10 MULCHED SEEDING, R | | | 0038 621-06574 9.000 SYS | 10.00000 90.00| 75.00000 675.00| 5.50000 49.50 SODDING | | | 0039 702-51005 5.000 CYS | 600.00000 3000.00| 1225.00000 6125.00| 600.00000 3000.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51110 384.000 LBS | 3.50000 1344.00| 5.00000 1920.00| 3.63000 1393.92 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 272.000 EACH | 9.00000 2448.00| 20.00000 5440.00| 13.16000 3579.52 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51032 93266.000 LBS | 0.80000 74612.80| 1.00000 93266.00| 0.93000 86737.38 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 303.000 CYS | 470.00000 142410.00| 550.00000 166650.00| 813.00000 246339.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH | 1275.00000 5100.00| 1500.00000 6000.00| 5200.00000 20800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 46.000 CYS | 300.00000 13800.00| 450.00000 20700.00| 395.00000 18170.00 CONCRETE, C, RAILING | | | 0046 709-51821 LUMP | 6000.00000 6000.00| 6000.00000 6000.00| 5962.68000 5962.68 SURFACE SEAL | | | 0047 711-04121 180.000 EACH | 25.00000 4500.00| 20.00000 3600.00| 28.68000 5162.40 ANCHOR BOLT, AB1 | | | 0048 711-05728 4.000 EACH | 500.00000 2000.00| 150.00000 600.00| 1871.00000 7484.00 REPAIR , HINGE | | | 0049 711-08254 104.000 IN | 6.00000 624.00| 22.00000 2288.00| 4.50000 468.00 STRUCTURAL STEEL CUTTING | | | 0050 711-51035 1104.000 LBS | 10.00000 11040.00| 8.00000 8832.00| 7.31000 8070.24 STRUCTURAL STEEL | | | 0051 711-51864 52.000 EACH | 20.00000 1040.00| 23.00000 1196.00| 9.00000 468.00 DRILLED HOLE | | | 0052 711-51877 LUMP | 6000.00000 6000.00| 9000.00000 9000.00| 5611.00000 5611.00 JACKING AND SUPPORTING BEAMS | | | 0053 711-96526 1053.000 EACH | 2.90000 3053.70| 3.00000 3159.00| 2.94000 3095.82 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0054 711-96899 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 940.00000 940.00 BEAMS, RESET | | | 0055 715-91361 5.000 LFT | 75.00000 375.00| 45.00000 225.00| 40.00000 200.00 PIPE, PVC, 6 IN. | | | 0056 720-44070 2.000 EACH | 400.00000 800.00| 1150.00000 2300.00| 1000.00000 2000.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 724-51925 94.000 LFT | 100.00000 9400.00| 150.00000 14100.00| 112.00000 10528.00 STRUCTURAL EXPANSION JOINT, SS | | | 0058 726-93267 18.000 EACH | 1200.00000 21600.00| 1400.00000 25200.00| 1142.00000 20556.00 BEARING ASSEMBLY, A | | | 0059 726-93268 9.000 EACH | 1350.00000 12150.00| 1500.00000 13500.00| 1093.00000 9837.00 BEARING ASSEMBLY, B | | | 0060 726-93269 9.000 EACH | 1200.00000 10800.00| 1500.00000 13500.00| 1093.00000 9837.00 BEARING ASSEMBLY, C | | | 0061 801-01851 LUMP | 50000.00000 50000.00| 27000.00000 27000.00| 26250.00000 26250.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0062 801-06203 1463.000 LFT | 0.24000 351.12| 0.50000 731.50| 0.24000 351.12 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0063 801-06207 13064.000 LFT | 0.95000 12410.80| 0.90000 11757.60| 0.95000 12410.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06218 120.000 LFT | 5.90000 708.00| 5.00000 600.00| 5.90000 708.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0065 801-06640 57.000 EACH | 115.00000 6555.00| 80.00000 4560.00| 115.00000 6555.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 12.000 EACH | 50.00000 600.00| 36.00000 432.00| 50.00000 600.00 CONSTRUCTION SIGN, B | | | 0067 801-06710 240.000 DAY | 20.00000 4800.00| 14.00000 3360.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0068 801-06775 LUMP | 4925.00000 4925.00| 5000.00000 5000.00| 49402.00000 49402.00 MAINTAINING TRAFFIC | | | 0069 801-07118 12.000 LFT | 25.00000 300.00| 26.00000 312.00| 25.00000 300.00 BARRICADE, III-A | | | 0070 808-06702 405.000 LFT | 0.68000 275.40| 3.50000 1417.50| 0.68000 275.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0071 808-06713 1456.000 LFT | 0.24000 349.44| 0.45000 655.20| 0.24000 349.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0072 808-06714 1458.000 LFT | 0.24000 349.92| 0.45000 656.10| 0.24000 349.92 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0073 808-06716 2440.000 LFT | 0.95000 2318.00| 0.40000 976.00| 0.95000 2318.00 LINE, REMOVE | | | 0074 808-75996 19.000 EACH | 8.00000 152.00| 9.00000 171.00| 65.00000 1235.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 561 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,932.40 ROUTE : SR 37 CALL ORDER : 561 CONTRACT ID : B -27788-A COUNTIES : CRAWFORD LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-75998 19.000 EACH | 65.00000 1235.00| 70.00000 1330.00| 150.00000 2850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 718,585.98| $ 742,050.20| $ 886,971.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 718,585.98| $ 742,050.20| $ 886,971.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 490,353.96 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27789-A COUNTIES : WARREN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1523985 WIRTZ & YATES, INC. $ 475,956.95 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 515,957.10 108.4042% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 542,430.80 113.9664% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1917625 |( 3 ) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 7000.00000 7000.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2200.00000 13200.00| 2200.00000 13200.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 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 | 25000.00000 25000.00| 25800.00000 25800.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| 7700.00000 7700.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 44.000 m | 25.00000 1100.00| 7.35000 323.40| 7.00000 308.00 GUARDRAIL, REMOVE | | | 0008 202-04089 2.000 EACH | 50.00000 100.00| 100.00000 200.00| 150.00000 300.00 SIGN, SHEET, REMOVE | | | 0009 202-51330 LUMP | 30000.00000 30000.00| 11600.00000 11600.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-99187 133.000 m | 5.00000 665.00| 10.00000 1330.00| 15.00000 1995.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 1502.000 m3 | 8.00000 12016.00| 23.00000 34546.00| 11.00000 16522.00 EXCAVATION, COMMON | | | 0012 203-51223 281.000 m3 | 10.50000 2950.50| 13.00000 3653.00| 15.00000 4215.00 EXCAVATION, WATERWAY | | | 0013 205-03371 50.000 m3 | 19.50000 975.00| 17.00000 850.00| 55.00000 2750.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 490,353.96 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27789-A COUNTIES : WARREN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1917625 |( 3 ) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06931 106.000 Mg | 24.28000 2573.68| 80.00000 8480.00| 56.00000 5936.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 39.000 Mg | 24.26000 946.14| 60.00000 2340.00| 65.00000 2535.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 115.000 m | 7.50000 862.50| 7.00000 805.00| 8.00000 920.00 TEMPORARY SILT FENCE | | | 0017 207-07502 2370.000 m2 | 9.57000 22680.90| 7.50000 17775.00| 11.00000 26070.00 SUBGRADE TREATMENT, TYPE D | | | 0018 211-07454 367.000 m3 | 24.00000 8808.00| 16.00000 5872.00| 32.00000 11744.00 STRUCTURE BACKFILL | | | 0019 301-07448 107.000 Mg | 22.06000 2360.42| 28.00000 2996.00| 25.00000 2675.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-01180 882.000 Mg | 18.75000 16537.50| 16.00000 14112.00| 24.00000 21168.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 306-08043 324.000 m2 | 7.50000 2430.00| 11.00000 3564.00| 8.00000 2592.00 MILLING, TRANSITION | | | 0022 402-07432 116.000 Mg | 90.00000 10440.00| 79.00000 9164.00| 82.00000 9512.00 HMA SURFACE, TYPE A | | | 0023 402-07433 172.000 Mg | 75.00000 12900.00| 65.00000 11180.00| 69.00000 11868.00 HMA SURFACE, TYPE B | | | 0024 402-07438 241.000 Mg | 68.43000 16491.63| 57.00000 13737.00| 62.00000 14942.00 HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 743.000 Mg | 71.00000 52753.00| 53.00000 39379.00| 58.00000 43094.00 HMA BASE, TYPE B | | | 0026 404-05511 1074.000 m2 | 6.20000 6658.80| 5.50000 5907.00| 6.00000 6444.00 SEAL COAT, 2 | | | 0027 405-05517 1.000 Mg | 500.00000 500.00| 400.00000 400.00| 500.00000 500.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 0.540 Mg | 350.00000 189.00| 275.00000 148.50| 300.00000 162.00 ASPHALT FOR TACK COAT | | | 0029 601-06854 2.000 EACH | 3300.00000 6600.00| 2556.00000 5112.00| 3025.00000 6050.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-06856 4.000 EACH | 300.00000 1200.00| 378.00000 1512.00| 310.00000 1240.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0031 601-94689 4.000 EACH | 2415.00000 9660.00| 2700.00000 10800.00| 2350.00000 9400.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 198.100 m | 52.61000 10422.04| 48.00000 9508.80| 51.00000 10103.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 122.000 m | 29.50000 3599.00| 30.00000 3660.00| 29.00000 3538.00 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 490,353.96 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27789-A COUNTIES : WARREN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1917625 |( 3 ) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 615-06490 13.000 EACH | 125.00000 1625.00| 124.00000 1612.00| 135.00000 1755.00 RIGHT OF WAY MARKER | | | 0035 615-06505 3.000 EACH | 600.00000 1800.00| 660.00000 1980.00| 750.00000 2250.00 MONUMENT, B | | | 0036 615-06530 1.000 EACH | 700.00000 700.00| 840.00000 840.00| 785.00000 785.00 POST, BENCHMARK | | | 0037 616-02320 1540.000 m2 | 3.60000 5544.00| 2.00000 3080.00| 2.50000 3850.00 GEOTEXTILES | | | 0038 616-05688 440.000 Mg | 34.00000 14960.00| 46.00000 20240.00| 35.00000 15400.00 RIPRAP, CLASS 1 | | | 0039 616-06405 285.000 Mg | 22.04000 6281.40| 40.00000 11400.00| 32.00000 9120.00 RIPRAP, REVETMENT | | | 0040 616-06451 170.000 Mg | 24.20000 4114.00| 41.00000 6970.00| 35.00000 5950.00 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH | 800.00000 1600.00| 672.00000 1344.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.700 Mg | 700.00000 490.00| 694.00000 485.80| 650.00000 455.00 FERTILIZER | | | 0043 621-06548 5.000 kg | 65.00000 325.00| 57.00000 285.00| 45.00000 225.00 SEED MIXTURE, CV | | | 0044 621-06553 112.000 kg | 8.00000 896.00| 7.00000 784.00| 11.00000 1232.00 SEED MIXTURE, R | | | 0045 621-06557 112.000 kg | 9.00000 1008.00| 8.00000 896.00| 11.00000 1232.00 SEED MIXTURE, T | | | 0046 621-06565 5.300 Mg | 700.00000 3710.00| 530.00000 2809.00| 685.00000 3630.50 MULCHING MATERIAL | | | 0047 621-06567 7.100 kL | 2.00000 14.20| 1.00000 7.10| 1.00000 7.10 WATER | | | 0048 621-06574 396.000 m2 | 9.00000 3564.00| 7.50000 2970.00| 8.00000 3168.00 SODDING | | | 0049 621-52448 2.000 EACH | 30.00000 60.00| 26.00000 52.00| 35.00000 70.00 SIGN, DO NOT SPRAY | | | 0050 622-91786 55.000 EACH | 12.00000 660.00| 10.00000 550.00| 11.00000 605.00 SEEDLING | | | 0051 723-06660 50.000 m2 | 680.00000 34000.00| 900.00000 45000.00| 570.00000 28500.00 WINGWALL | | | 0052 723-07883 14.400 m | 6014.69000 86611.54| 9000.00000 129600.00| 9000.00000 129600.00 STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 3050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 490,353.96 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27789-A COUNTIES : WARREN LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1917625 |( 3 ) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-03290 4.000 EACH | 600.00000 2400.00| 367.00000 1468.00| 400.00000 1600.00 CONSTRUCTION SIGN, C | | | 0054 801-04308 6.000 EACH | 500.00000 3000.00| 288.00000 1728.00| 305.00000 1830.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 33.000 EACH | 125.00000 4125.00| 78.00000 2574.00| 98.00000 3234.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 13.000 EACH | 120.00000 1560.00| 100.00000 1300.00| 115.00000 1495.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH | 60.00000 240.00| 52.00000 208.00| 85.00000 340.00 CONSTRUCTION SIGN, B | | | 0058 801-07118 28.800 m | 50.00000 1440.00| 26.00000 748.80| 30.00000 864.00 BARRICADE, III-A | | | 0059 801-07119 28.800 m | 50.00000 1440.00| 28.00000 806.40| 33.00000 950.40 BARRICADE, III-B | | | 0060 802-05702 12.100 m | 29.00000 350.90| 53.00000 641.30| 35.00000 423.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0061 802-76035 1.000 m2 | 300.00000 300.00| 257.00000 257.00| 275.00000 275.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06712 119.000 m | 1.20000 142.80| 1.00000 119.00| 1.30000 154.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 550.000 m | 1.00000 550.00| 0.80000 440.00| 0.90000 495.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 475.000 m | 1.20000 570.00| 0.80000 380.00| 1.02000 484.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-75996 23.000 EACH | 8.00000 184.00| 15.00000 345.00| 20.00000 460.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 23.000 EACH | 90.00000 2070.00| 60.00000 1380.00| 135.00000 3105.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 475,956.95| $ 515,957.10| $ 542,430.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 475,956.95| $ 515,957.10| $ 542,430.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,971.48 ROUTE : SR 18 CALL ORDER : 581 CONTRACT ID : B -27805-A COUNTIES : BENTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 435,575.66 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 461,580.10 105.9701% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( ) |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 11200.00000 11200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2200.00000 15400.00| 2100.00000 14700.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17500.00000 17500.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6000.00000 6000.00| 2800.00000 2800.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 25000.00000 25000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 620.000 CYS | 10.00000 6200.00| 8.00000 4960.00| EXCAVATION, COMMON | | | 0009 205-06931 93.000 TON | 30.00000 2790.00| 35.00000 3255.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 88.000 TON | 30.00000 2640.00| 35.00000 3080.00| TEMPORARY SEDIMENT TRAP | | | 0011 206-51220 34.000 CYS | 120.00000 4080.00| 50.00000 1700.00| EXCAVATION, WET | | | 0012 207-07503 642.000 SYS | 10.00000 6420.00| 9.00000 5778.00| SUBGRADE TREATMENT, TYPE E | | | 0013 213-08058 8.000 CYS | 200.00000 1600.00| 250.00000 2000.00| FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,971.48 ROUTE : SR 18 CALL ORDER : 581 CONTRACT ID : B -27805-A COUNTIES : BENTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( ) |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 301-07448 466.000 TON | 15.00000 6990.00| 19.00000 8854.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 1930.000 SYS | 8.36000 16134.80| 3.00000 5790.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 402-07432 82.000 TON | 100.00000 8200.00| 128.00000 10496.00| HMA SURFACE, TYPE A | | | 0017 402-07433 160.000 TON | 83.00000 13280.00| 92.00000 14720.00| HMA SURFACE, TYPE B | | | 0018 402-07438 4.000 TON | 169.00000 676.00| 300.00000 1200.00| HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 12.000 TON | 120.00000 1440.00| 115.00000 1380.00| HMA BASE, TYPE B | | | 0020 402-07451 476.000 TON | 73.00000 34748.00| 67.00000 31892.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0021 404-05511 517.000 SYS | 5.00000 2585.00| 11.50000 5945.50| SEAL COAT, 2 | | | 0022 405-05518 553.000 SYS | 0.30000 165.90| 1.05000 580.65| ASPHALT FOR PRIME COAT | | | 0023 406-05521 3967.000 SYS | 0.08000 317.36| 0.18000 714.06| ASPHALT FOR TACK COAT | | | 0024 601-01128 4.000 EACH | 1050.00000 4200.00| 1025.00000 4100.00| GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01839 1.000 EACH | 2024.00000 2024.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-94689 3.000 EACH | 2530.00000 7590.00| 2600.00000 7800.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 187.500 LFT | 16.68000 3127.50| 16.00000 3000.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06729 6.000 EACH | 20.00000 120.00| 12.00000 72.00| BARRIER DELINEATOR | | | 0029 609-06257 190.000 SYS | 50.00000 9500.00| 48.00000 9120.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 615-06490 8.000 EACH | 120.00000 960.00| 150.00000 1200.00| RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH | 600.00000 1800.00| 625.00000 1875.00| MONUMENT, B | | | 0032 616-02320 1137.000 SYS | 3.50000 3979.50| 3.00000 3411.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,971.48 ROUTE : SR 18 CALL ORDER : 581 CONTRACT ID : B -27805-A COUNTIES : BENTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( ) |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-05688 639.000 TON | 32.00000 20448.00| 36.00000 23004.00| RIPRAP, CLASS 1 | | | 0034 616-06405 42.000 TON | 24.00000 1008.00| 25.00000 1050.00| RIPRAP, REVETMENT | | | 0035 621-01004 3.000 EACH | 650.00000 1950.00| 450.00000 1350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 4660.000 SYS | 0.32000 1491.20| 1.55000 7223.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 3.000 LBS | 30.00000 90.00| 50.00000 150.00| SEED MIXTURE, CV | | | 0038 621-06559 4660.000 SYS | 0.52000 2423.20| 1.58000 7362.80| MULCHED SEEDING, R | | | 0039 621-06567 0.090 MG | 20.00000 1.80| 1.00000 0.09| WATER | | | 0040 621-06574 22.000 SYS | 65.00000 1430.00| 50.00000 1100.00| SODDING | | | 0041 701-51195 800.000 LFT | 30.00000 24000.00| 30.00000 24000.00| PILE, STEEL H, HP 12 X 53 | | | 0042 701-91532 49.000 LFT | 410.00000 20090.00| 335.00000 16415.00| CORED HOLE IN ROCK, 14 IN. | | | 0043 701-91792 24.000 EACH | 100.00000 2400.00| 155.00000 3720.00| PILE TIP, STEEL H | | | 0044 702-51005 73.000 CYS | 400.00000 29200.00| 465.00000 33945.00| CONCRETE, A, SUBSTRUCTURE | | | 0045 702-93722 110.000 CYS | 450.00000 49500.00| 450.00000 49500.00| CONCRETE, C | | | 0046 703-51032 40800.000 LBS | 0.85000 34680.00| 0.68000 27744.00| REINFORCING STEEL, EPOXY COATED | | | 0047 706-05733 4.000 EACH | 1600.00000 6400.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0048 706-51025 120.000 LFT | 60.00000 7200.00| 55.00000 6600.00| CONCRETE, C, RAILING | | | 0049 709-51821 LUMP | 2200.00000 2200.00| 2850.00000 2850.00| SURFACE SEAL | | | 0050 715-05169 90.000 LFT | 20.00000 1800.00| 17.00000 1530.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-46005 4.000 EACH | 130.00000 520.00| 250.00000 1000.00| PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,971.48 ROUTE : SR 18 CALL ORDER : 581 CONTRACT ID : B -27805-A COUNTIES : BENTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( ) |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-04308 10.000 EACH | 320.00000 3200.00| 210.00000 2100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06640 8.000 EACH | 120.00000 960.00| 105.00000 840.00| CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0055 801-07118 72.000 LFT | 9.20000 662.40| 12.00000 864.00| BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 12.00000 576.00| 14.00000 672.00| BARRICADE, III-B | | | 0057 808-03631 220.000 LFT | 7.20000 1584.00| 9.00000 1980.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0058 808-04896 30.000 LFT | 7.20000 216.00| 9.00000 270.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0059 808-06703 1580.000 LFT | 0.75000 1185.00| 0.75000 1185.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0060 808-75240 200.000 LFT | 1.20000 240.00| 1.15000 230.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75996 11.000 EACH | 20.00000 220.00| 35.00000 385.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 11.000 EACH | 130.00000 1430.00| 135.00000 1485.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 435,575.66| $ 461,580.10| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 435,575.66| $ 461,580.10| ====================================================================================================================================