INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 220 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0951019 0951019 0951019 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 20,292,717.88 100.0000% 2 35-1145629 KOESTER EQUIPMENT, INC. & SUB $ 21,814,608.31 107.4996% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 23,292,336.91 114.7817% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 23,360,000.00 115.1151% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-01925 24.000 MOS | 1100.00000 26400.00| 1352.00000 32448.00| 1600.00000 38400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 400000.00000 400000.00| 352176.87000 352176.87| 450000.00000 450000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1040000.00000 1040000.00| 1086690.00000 1086690.00| 1163000.00000 1163000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 600000.00000 600000.00| 312017.44000 312017.44| 690000.00000 690000.00 CLEARING RIGHT OF WAY | | | 0005 202-01347 4.000 EACH| 4000.00000 16000.00| 15938.39000 63753.56| 4000.00000 16000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , 6000 THROUGH 10000 GALLONS | | | CAPACITY | | | 0006 202-01347 2.000 EACH| 5000.00000 10000.00| 26500.87000 53001.74| 5000.00000 10000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , OVER 10,000 GALLAONS CAPACITY | | | 0007 202-02240 2500.000 SYS | 5.00000 12500.00| 6.00000 15000.00| 5.25000 13125.00 PAVEMENT, REMOVE | | | 0008 202-03000 LUMP| 1.00000 1.00| 1.00000 1.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03000 LUMP| 11000.00000 11000.00| 19240.00000 19240.00| 19250.00000 19250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-03000 LUMP| 5000.00000 5000.00| 7488.00000 7488.00| 5700.00000 5700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 5000.00000 5000.00| 5616.00000 5616.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 111 | | | 0012 202-03000 LUMP| 900.00000 900.00| 1040.00000 1040.00| 775.00000 775.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 123 | | | 0013 202-03000 LUMP| 5000.00000 5000.00| 3640.00000 3640.00| 4100.00000 4100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0014 202-03000 LUMP| 7500.00000 7500.00| 6240.00000 6240.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0015 202-03000 LUMP| 10000.00000 10000.00| 4509.56000 4509.56| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0016 202-03000 LUMP| 3000.00000 3000.00| 3952.00000 3952.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0017 202-03000 LUMP| 5500.00000 5500.00| 4056.00000 4056.00| 5400.00000 5400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0018 202-03000 LUMP| 1700.00000 1700.00| 1040.00000 1040.00| 775.00000 775.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0019 202-03000 LUMP| 2000.00000 2000.00| 1248.00000 1248.00| 775.00000 775.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 53 | | | 0020 202-03000 LUMP| 2700.00000 2700.00| 2600.00000 2600.00| 2100.00000 2100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 67 | | | 0021 202-03000 LUMP| 500.00000 500.00| 1248.00000 1248.00| 1800.00000 1800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 68 | | | 0022 202-03000 LUMP| 500.00000 500.00| 1768.00000 1768.00| 1800.00000 1800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0023 202-03000 LUMP| 6000.00000 6000.00| 10616.67000 10616.67| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71 | | | 0024 202-03000 LUMP| 2000.00000 2000.00| 2912.00000 2912.00| 2100.00000 2100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71SA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 202-03000 LUMP| 2500.00000 2500.00| 5512.00000 5512.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0026 202-03000 LUMP| 4000.00000 4000.00| 5408.00000 5408.00| 5800.00000 5800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | 0027 202-03000 LUMP| 8000.00000 8000.00| 5824.00000 5824.00| 3200.00000 3200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0028 202-03000 LUMP| 4300.00000 4300.00| 3224.00000 3224.00| 3400.00000 3400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0029 202-03000 LUMP| 6200.00000 6200.00| 6448.00000 6448.00| 5100.00000 5100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 83 | | | 0030 202-03496 2.000 EACH| 600.00000 1200.00| 276.02000 552.04| 600.00000 1200.00 TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, C | | | 0031 202-04357 1.000 EACH| 3500.00000 3500.00| 19700.23000 19700.23| 3500.00000 3500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0032 202-05544 4000.000 GAL | 0.40000 1600.00| 0.57000 2280.00| 0.40000 1600.00 REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0033 202-05544 125.000 GAL | 1.50000 187.50| 4.37000 546.25| 1.38000 172.50 REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0034 202-05544 250.000 GAL | 1.50000 375.00| 3.64000 910.00| 1.38000 345.00 REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0035 202-05545 5926.000 CYS | 30.00000 177780.00| 25.53000 151290.78| 29.00000 171854.00 REGULATED MATERIALS, DISPOSE, C | | | 0036 202-05549 4000.000 GAL | 0.25000 1000.00| 5.91000 23640.00| 0.25000 1000.00 REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0037 202-05549 125.000 GAL | 0.50000 62.50| 3.06000 382.50| 0.50000 62.50 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0038 202-05549 250.000 GAL | 0.50000 125.00| 3.06000 765.00| 0.50000 125.00 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 202-05550 5926.000 CYS | 1.50000 8889.00| 3.71000 21985.46| 1.50000 8889.00 REGULATED MATERIALS, REMOVE, C | | | 0040 202-05554 4000.000 GAL | 0.15000 600.00| 0.31000 1240.00| 0.15000 600.00 REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0041 202-05554 125.000 GAL | 0.50000 62.50| 0.87000 108.75| 0.50000 62.50 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0042 202-05554 250.000 GAL | 0.50000 125.00| 0.73000 182.50| 0.50000 125.00 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0043 202-05555 5926.000 CYS | 11.75000 69630.50| 14.74000 87349.24| 11.55000 68445.30 REGULATED MATERIALS, TRANSPORT, C | | | 0044 202-05571 20.000 EACH| 50.00000 1000.00| 45.35000 907.00| 50.00000 1000.00 TESTING FOR WASTES , (WATER), BTEX | | | 0045 202-05571 35.000 EACH| 90.00000 3150.00| 51.02000 1785.70| 85.00000 2975.00 TESTING FOR WASTES , TPH | | | 0046 202-05571 110.000 EACH| 160.00000 17600.00| 102.03000 11223.30| 150.00000 16500.00 TESTING FOR WASTES , TPH, 48 HOUR RESULT| | | 0047 202-51330 LUMP| 30000.00000 30000.00| 11005.28000 11005.28| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0048 202-60820 1500.000 SYS | 5.00000 7500.00| 1.90000 2850.00| 5.00000 7500.00 SURFACE MILLING, ASPHALT | | | 0051 203-02020 2306992.000 CYS | 2.52000 5813619.84| 2.73000 6298088.16| 2.99000 6897906.08 EXCAVATION, UNCLASSIFIED | | | 0052 203-02132 12100.000 LFT | 3.70000 44770.00| 6.00000 72600.00| 1.45000 17545.00 EXPLORATORY DRILLING | | | 0053 204-02295 4.000 EACH| 6500.00000 26000.00| 4212.00000 16848.00| 3000.00000 12000.00 PIEZOMETER | | | 0054 205-02224 27753.000 LFT | 1.65000 45792.45| 1.66000 46069.98| 2.00000 55506.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0055 205-02229 8294.000 LFT | 3.80000 31517.20| 3.85000 31931.90| 11.90000 98698.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0056 205-02231 42517.000 LFT | 6.00000 255102.00| 14.10000 599489.70| 8.00000 340136.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0057 205-02233 6300.000 CYS | 9.00000 56700.00| 4.00000 25200.00| 8.00000 50400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 205-02234 23.000 EACH| 67.00000 1541.00| 67.60000 1554.80| 80.00000 1840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0059 205-02236 12.000 EACH| 67.00000 804.00| 67.60000 811.20| 80.00000 960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0060 205-02237 11.000 EACH| 56.00000 616.00| 57.20000 629.20| 80.00000 880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0061 206-51215 156.000 CYS | 50.00000 7800.00| 104.00000 16224.00| 90.00000 14040.00 EXCAVATION, X | | | 0062 210-05106 4.000 EACH| 1150.00000 4600.00| 1297.74000 5190.96| 2000.00000 8000.00 CONCRETE ANCHOR, 108 IN. | | | 0064 210-05106 2.000 EACH| 800.00000 1600.00| 1354.42000 2708.84| 1800.00000 3600.00 CONCRETE ANCHOR, 66 IN. | | | 0065 210-05106 4.000 EACH| 700.00000 2800.00| 881.10000 3524.40| 1750.00000 7000.00 CONCRETE ANCHOR, MIN. AREA 12.9 SQ. FT. | | | 0066 210-05106 2.000 EACH| 800.00000 1600.00| 1007.96000 2015.92| 1800.00000 3600.00 CONCRETE ANCHOR, MIN. AREA 20.6 SQ. FT. | | | 0067 211-02060 27025.000 CYS | 15.75000 425643.75| 13.42000 362675.50| 24.00000 648600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0068 211-06467 48.500 CYS | 22.00000 1067.00| 22.15000 1074.28| 40.00000 1940.00 AGGREGATE FOR END BENT BACKFILL | | | 0069 213-04324 25000.000 CYS | 40.00000 1000000.00| 62.00000 1550000.00| 70.00000 1750000.00 FLOWABLE FILL | | | 0070 303-52308 81333.000 TON | 12.00000 975996.00| 12.90000 1049195.70| 12.40000 1008529.20 COMPACTED AGGREGATE, O, 53 | | | 0071 304-04403 35.800 CYS | 47.00000 1682.60| 24.13000 863.85| 32.85000 1176.03 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0072 305-05204 93.000 TON | 100.00000 9300.00| 98.80000 9188.40| 95.00000 8835.00 HMA FOR PATCHING | | | 0073 305-05206 1516.000 TON | 35.00000 53060.00| 35.36000 53605.76| 34.00000 51544.00 WIDENING WITH HMA | | | 0074 305-60970 1149.000 TON | 15.00000 17235.00| 15.65000 17981.85| 15.05000 17292.45 WIDENING WITH COMPACTED AGGREGATE | | | 0075 401-05437 48947.000 TON | 31.00000 1517357.00| 31.20000 1527146.40| 30.00000 1468410.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0076 401-05455 17674.000 TON | 33.00000 583242.00| 33.28000 588190.72| 32.00000 565568.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0077 401-05456 10775.000 TON | 42.00000 452550.00| 43.00000 463325.00| 41.35000 445546.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 401-05459 19288.000 TON | 35.00000 675080.00| 35.36000 682023.68| 34.00000 655792.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0079 401-06264 LUMP| 3500.00000 3500.00| 2912.00000 2912.00| 2800.00000 2800.00 PROFILOGRAPH, HMA | | | 0080 402-05470 14874.000 TON | 25.00000 371850.00| 25.22000 375122.28| 24.25000 360694.50 HMA BASE C25.0 mm, MAINLINE | | | 0081 404-05511 122100.000 SYS | 0.55000 67155.00| 0.52000 63492.00| 0.50000 61050.00 SEAL COAT, 2 | | | 0082 406-05520 133.000 TON | 205.00000 27265.00| 208.00000 27664.00| 200.00000 26600.00 ASPHALT FOR TACK COAT | | | 0083 501-05090 184.300 SYS | 48.00000 8846.40| 48.88000 9008.58| 70.00000 12901.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0084 601-01522 4.000 EACH| 1200.00000 4800.00| 1211.60000 4846.40| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0085 601-01625 1.000 EACH| 1800.00000 1800.00| 1794.00000 1794.00| 1395.00000 1395.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0086 601-02103 250.000 LFT | 14.00000 3500.00| 14.04000 3510.00| 16.50000 4125.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING 55 FT. RADIUS | | | 0087 601-02103 50.000 LFT | 14.00000 700.00| 14.04000 702.00| 16.50000 825.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING 85 FT. RADIUS | | | 0088 601-03464 12.000 EACH| 41.00000 492.00| 41.60000 499.20| 50.00000 600.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0089 601-06037 4.000 EACH| 600.00000 2400.00| 598.00000 2392.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0090 601-94689 24.000 EACH| 2200.00000 52800.00| 2236.00000 53664.00| 2550.00000 61200.00 GUARDRAIL END TREATMENT, OS | | | 0091 601-99105 11637.500 LFT | 10.00000 116375.00| 10.30000 119866.25| 10.46000 121728.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0092 602-06646 438.000 LFT | 22.00000 9636.00| 54.08000 23687.04| 24.00000 10512.00 TEMPORARY CONCRETE BARRIER | | | 0093 602-06729 24.000 EACH| 7.00000 168.00| 7.28000 174.72| 7.95000 190.80 BARRIER DELINEATOR | | | 0094 605-06140 2490.000 LFT | 11.50000 28635.00| 11.18000 27838.20| 18.00000 44820.00 CURB AND GUTTER, CONCRETE | | | 0095 605-06255 861.000 SYS | 49.00000 42189.00| 56.68000 48801.48| 75.00000 64575.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 610-05527 2903.000 TON | 61.00000 177083.00| 62.40000 181147.20| 60.00000 174180.00 HMA FOR APPROACHES | | | 0097 615-06490 235.000 EACH| 115.00000 27025.00| 114.40000 26884.00| 88.00000 20680.00 RIGHT OF WAY MARKER | | | 0098 616-02320 13589.000 SYS | 2.00000 27178.00| 1.59000 21606.51| 1.65000 22421.85 GEOTEXTILES | | | 0099 616-05688 1255.000 TON | 21.00000 26355.00| 23.71000 29756.05| 23.00000 28865.00 RIPRAP, CLASS 1 | | | 0100 616-06405 12799.000 TON | 20.50000 262379.50| 18.02000 230637.98| 17.50000 223982.50 RIPRAP, REVETMENT | | | 0101 616-51367 481.000 SYS | 39.00000 18759.00| 39.52000 19009.12| 45.00000 21645.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0102 621-01004 3.000 EACH| 675.00000 2025.00| 686.40000 2059.20| 660.00000 1980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0103 621-06545 33.000 TON | 550.00000 18150.00| 556.40000 18361.20| 535.00000 17655.00 FERTILIZER | | | 0104 621-06553 18816.000 LBS | 3.75000 70560.00| 3.80000 71500.80| 3.65000 68678.40 SEED MIXTURE, R | | | 0105 621-06565 165.000 TON | 430.00000 70950.00| 436.80000 72072.00| 420.00000 69300.00 MULCHING MATERIAL | | | 0106 621-06567 2840.000 MG | 0.50000 1420.00| 0.52000 1476.80| 0.50000 1420.00 WATER | | | 0107 621-06575 11359.000 SYS | 3.20000 36348.80| 3.22000 36575.98| 3.10000 35212.90 SODDING, NURSERY | | | 0108 622-52436 6.000 EACH| 29.00000 174.00| 29.12000 174.72| 28.00000 168.00 SIGN, DO NOT MOW OR SPRAY | | | 0109 622-91786 638.000 EACH| 11.00000 7018.00| 10.87000 6935.06| 10.45000 6667.10 SEEDLING | | | 0110 701-01406 7.000 EACH| 250.00000 1750.00| 351.52000 2460.64| 1040.00000 7280.00 SAMPLING AND TESTING ANALYSIS , | | | BACTERIOLOGICAL | | | 0111 701-93658 144.000 LFT | 41.00000 5904.00| 41.29000 5945.76| 150.00000 21600.00 PILE, STEEL H, HP 12 X 63 | | | 0112 702-51005 115.000 CYS | 430.00000 49450.00| 437.84000 50351.60| 500.00000 57500.00 CONCRETE, A, SUBSTRUCTURE | | | 0113 702-51015 51.000 CYS | 460.00000 23460.00| 466.96000 23814.96| 350.00000 17850.00 CONCRETE, B, FOOTINGS | | | 0114 702-94656 0.810 CYS | 415.00000 336.15| 421.41000 341.34| 405.20000 328.21 CONCRETE, B | | | 0115 703-51030 29187.000 LBS | 0.65000 18971.55| 0.66000 19263.42| 0.60000 17512.20 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 703-51032 78047.000 LBS | 0.80000 62437.60| 0.79000 61657.13| 0.70000 54632.90 REINFORCING STEEL, EPOXY COATED | | | 0117 704-51002 271.200 CYS | 465.00000 126108.00| 470.08000 127485.70| 500.00000 135600.00 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-05732 4.000 EACH| 1325.00000 5300.00| 1347.84000 5391.36| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0119 706-51020 39.800 CYS | 420.00000 16716.00| 423.28000 16846.54| 500.00000 19900.00 CONCRETE, C, RAILING | | | 0120 707-06404 807.000 LFT | 160.00000 129120.00| 164.32000 132606.24| 200.00000 161400.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM 4'-6 x 3'-6 | | | 0121 709-51821 LUMP| 4000.00000 4000.00| 4269.20000 4269.20| 4920.00000 4920.00 SURFACE SEAL , STR. NO. 1 | | | 0122 714-06660 112.800 SYS | 410.00000 46248.00| 413.92000 46690.18| 400.00000 45120.00 WINGWALL | | | 0123 714-06840 108.000 LFT | 1600.00000 172800.00| 1614.08000 174320.64| 1500.00000 162000.00 CULVERT, PRECAST 3 SIDED REINFORCED | | | CONCRETE, 336 in. X 120 in. | | | 0124 714-06898 64.000 LFT | 1950.00000 124800.00| 1973.92000 126330.88| 1650.00000 105600.00 CULVERT, PRECAST 3 SIDED, 32 FT. X 11 | | | FT. | | | 0125 714-26702 150.000 LFT | 250.00000 37500.00| 248.20000 37230.00| 290.00000 43500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0126 714-26703 500.000 LFT | 295.00000 147500.00| 386.37000 193185.00| 420.00000 210000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0127 714-26708 74.000 LFT | 320.00000 23680.00| 300.69000 22251.06| 380.00000 28120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0128 714-26724 284.000 LFT | 650.00000 184600.00| 888.00000 252192.00| 900.00000 255600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0129 714-26725 390.000 LFT | 700.00000 273000.00| 916.40000 357396.00| 940.00000 366600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0130 714-93641 40.000 LFT | 250.00000 10000.00| 280.31000 11212.40| 350.00000 14000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0132 715-04612 510.000 LFT | 450.00000 229500.00| 262.96000 134109.60| 233.00000 118830.00 PIPE , RCP, III, DO.01=1500, 108 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 715-04612 115.000 LFT | 540.00000 62100.00| 546.19000 62811.85| 550.00000 63250.00 PIPE , RCP, III, DO.01=1500, 120 IN. | | | 0134 715-04612 8.000 LFT | 350.00000 2800.00| 173.43000 1387.44| 228.00000 1824.00 PIPE , REINFORCED CONCRETE, HE-A, | | | DEFORMED, MIN. AREA 8.8 SQ. FT. | | | 0135 715-04612 516.000 LFT | 170.00000 87720.00| 239.10000 123375.60| 200.00000 103200.00 PIPE , TYPE 1, CIRCULAR, 66 IN. | | | 0136 715-04612 130.000 LFT | 115.00000 14950.00| 141.31000 18370.30| 100.00000 13000.00 PIPE , TYPE 3, CIRCULAR, 60 IN. | | | 0137 715-04612 130.000 LFT | 85.00000 11050.00| 109.30000 14209.00| 105.00000 13650.00 PIPE , TYPE 3, DEFORMED, MIN. AREA 12.9 | | | SQ. FT. | | | 0138 715-04612 130.000 LFT | 75.00000 9750.00| 68.74000 8936.20| 56.00000 7280.00 PIPE , TYPE 3, DEFORMED, MIN. AREA 3.3 | | | SQ.FT. | | | 0139 715-04612 112.000 LFT | 60.00000 6720.00| 72.70000 8142.40| 54.00000 6048.00 PIPE , TYPE 3, DEFORMED, MIN. AREA 4.5 | | | SQ.FT. | | | 0140 715-04694 2.000 EACH| 525.00000 1050.00| 622.86000 1245.72| 1000.00000 2000.00 PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0141 715-05019 1580.000 LFT | 50.00000 79000.00| 65.43000 103379.40| 50.00000 79000.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0142 715-05024 32.000 LFT | 68.00000 2176.00| 81.50000 2608.00| 55.00000 1760.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0143 715-05048 41156.000 LFT | 1.90000 78196.40| 1.87000 76961.72| 1.80000 74080.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0144 715-05053 5778.000 LFT | 9.25000 53446.50| 8.91000 51481.98| 8.00000 46224.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0145 715-05121 4.000 LFT | 90.00000 360.00| 234.03000 936.12| 150.00000 600.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0146 715-05123 516.000 LFT | 32.00000 16512.00| 44.01000 22709.16| 38.00000 19608.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0147 715-05128 252.000 LFT | 50.00000 12600.00| 85.62000 21576.24| 75.00000 18900.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0148 715-05133 242.000 LFT | 120.00000 29040.00| 152.00000 36784.00| 120.00000 29040.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0149 715-05149 482.000 LFT | 28.00000 13496.00| 26.89000 12960.98| 25.00000 12050.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0150 715-05151 50.000 LFT | 32.00000 1600.00| 29.09000 1454.50| 24.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0151 715-05152 312.000 LFT | 34.00000 10608.00| 27.81000 8676.72| 26.00000 8112.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 715-05156 382.000 LFT | 56.00000 21392.00| 52.43000 20028.26| 40.00000 15280.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0153 715-05159 446.000 LFT | 83.00000 37018.00| 85.73000 38235.58| 72.00000 32112.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0154 715-05169 1342.000 LFT | 27.00000 36234.00| 26.55000 35630.10| 20.00000 26840.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0155 715-05171 254.000 LFT | 19.00000 4826.00| 27.65000 7023.10| 30.00000 7620.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0156 715-05173 198.000 LFT | 24.00000 4752.00| 35.85000 7098.30| 39.00000 7722.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0157 715-05177 215.000 LFT | 37.00000 7955.00| 64.03000 13766.45| 53.00000 11395.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0158 715-05242 106.000 LFT | 115.00000 12190.00| 90.02000 9542.12| 80.00000 8480.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0159 715-05252 244.000 LFT | 64.00000 15616.00| 140.93000 34386.92| 130.00000 31720.00 PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. | | | 0160 715-05407 125.000 LFT | 9.00000 1125.00| 8.74000 1092.50| 8.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0161 715-05841 6.000 EACH| 820.00000 4920.00| 689.81000 4138.86| 1200.00000 7200.00 CONCRETE ANCHOR, 60 IN. | | | 0162 715-06004 4.000 EACH| 660.00000 2640.00| 634.50000 2538.00| 1150.00000 4600.00 CONCRETE ANCHOR, 48 IN. | | | 0163 715-06471 6.000 EACH| 430.00000 2580.00| 828.85000 4973.10| 350.00000 2100.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0164 715-06501 3.000 EACH| 650.00000 1950.00| 823.45000 2470.35| 1100.00000 3300.00 CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0165 715-44240 4.180 CYS | 2900.00000 12122.00| 446.57000 1866.66| 500.00000 2090.00 CONCRETE, A, STRUCTURES | | | 0166 715-46005 53.000 EACH| 300.00000 15900.00| 215.82000 11438.46| 240.00000 12720.00 PIPE END SECTION, 15 IN. | | | 0167 715-46010 8.000 EACH| 330.00000 2640.00| 231.04000 1848.32| 218.00000 1744.00 PIPE END SECTION, 18 IN. | | | 0168 715-46020 18.000 EACH| 430.00000 7740.00| 360.83000 6494.94| 350.00000 6300.00 PIPE END SECTION, 24 IN. | | | 0169 715-46030 1.000 EACH| 600.00000 600.00| 497.61000 497.61| 550.00000 550.00 PIPE END SECTION, 30 IN. | | | 0170 715-46040 24.000 EACH| 675.00000 16200.00| 617.62000 14822.88| 560.00000 13440.00 PIPE END SECTION, 36 IN. | | | 0171 715-93911 3688.000 LFT | 13.00000 47944.00| 19.14000 70588.32| 15.00000 55320.00 WATER MAIN, 4 IN. , PVC | | | 0172 715-97607 4.000 EACH| 550.00000 2200.00| 557.60000 2230.40| 550.00000 2200.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 716-04832 150.000 LFT | 70.00000 10500.00| 95.68000 14352.00| 51.30000 7695.00 PIPE CASING, , STEEL, 14 IN. | | | 0174 718-06528 66.000 EACH| 490.00000 32340.00| 478.40000 31574.40| 400.00000 26400.00 OUTLET PROTECTOR, 1 | | | 0175 718-06529 6.000 EACH| 400.00000 2400.00| 436.80000 2620.80| 380.00000 2280.00 OUTLET PROTECTOR, 2 | | | 0176 718-06531 33.000 EACH| 300.00000 9900.00| 390.00000 12870.00| 340.00000 11220.00 OUTLET PROTECTOR, 3 | | | 0177 718-06532 41156.000 LFT | 0.85000 34982.60| 0.94000 38686.64| 0.85000 34982.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0178 718-52610 3268.400 CYS | 25.00000 81710.00| 22.88000 74780.99| 32.00000 104588.80 AGGREGATE FOR UNDERDRAINS | | | 0179 718-99153 31675.000 SYS | 0.75000 23756.25| 0.88000 27874.00| 2.00000 63350.00 GEOTEXTILES FOR UNDERDRAIN | | | 0180 720-03194 2.000 EACH| 1800.00000 3600.00| 1930.13000 3860.26| 2500.00000 5000.00 MANHOLE , H7 | | | 0181 720-03194 1.000 EACH| 2700.00000 2700.00| 3563.55000 3563.55| 4300.00000 4300.00 MANHOLE , K10 | | | 0182 720-03194 1.000 EACH| 2600.00000 2600.00| 2410.45000 2410.45| 4200.00000 4200.00 MANHOLE K7 | | | 0183 720-44000 13.000 EACH| 350.00000 4550.00| 326.25000 4241.25| 400.00000 5200.00 CASTING, ADJUST TO GRADE | | | 0184 720-45030 2.000 EACH| 1150.00000 2300.00| 1066.38000 2132.76| 1300.00000 2600.00 INLET, E7 | | | 0185 720-45040 1.000 EACH| 1950.00000 1950.00| 1962.51000 1962.51| 2200.00000 2200.00 INLET, G7 | | | 0186 720-45045 7.000 EACH| 1360.00000 9520.00| 1523.40000 10663.80| 1600.00000 11200.00 INLET, J10 | | | 0187 720-45055 1.000 EACH| 1400.00000 1400.00| 1341.69000 1341.69| 1500.00000 1500.00 INLET, M10 | | | 0188 720-45415 1.000 EACH| 2400.00000 2400.00| 1881.54000 1881.54| 2400.00000 2400.00 MANHOLE, D4 | | | 0189 720-45416 1.000 EACH| 5600.00000 5600.00| 3043.14000 3043.14| 3500.00000 3500.00 MANHOLE, E4 | | | 0190 720-93501 1.000 EACH| 5800.00000 5800.00| 3973.62000 3973.62| 4100.00000 4100.00 MANHOLE, L4 | | | 0191 720-94432 1.000 EACH| 1600.00000 1600.00| 1423.61000 1423.61| 2100.00000 2100.00 MANHOLE, C7 | | | 0192 720-94612 2.000 EACH| 2900.00000 5800.00| 2742.89000 5485.78| 4100.00000 8200.00 MANHOLE, K4 | | | 0193 720-98174 1.000 EACH| 2350.00000 2350.00| 1822.16000 1822.16| 2100.00000 2100.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 720-98555 2.000 EACH| 2160.00000 4320.00| 1963.48000 3926.96| 2100.00000 4200.00 INLET, C15 | | | 0195 732-03063 1.000 EACH| 2300.00000 2300.00| 2512.64000 2512.64| 2900.00000 2900.00 TAPPING SLEEVE AND VALVE, 4 IN. | | | 0196 732-03942 2.000 EACH| 1800.00000 3600.00| 972.40000 1944.80| 2950.00000 5900.00 HYDRANT ASSEMBLY, FLUSHING | | | 0197 732-04751 9.000 EACH| 915.00000 8235.00| 646.88000 5821.92| 745.00000 6705.00 WATER SERVICE RECONNECTION | | | 0198 732-04836 7.000 EACH| 335.00000 2345.00| 504.40000 3530.80| 1200.00000 8400.00 GATE VALVE , 4 IN. | | | 0199 732-04987 4.000 EACH| 800.00000 3200.00| 922.48000 3689.92| 2350.00000 9400.00 CONNECTION AND ABANDONMENT DEPRESSURIZED| | | 0200 801-04308 51.000 EACH| 370.00000 18870.00| 618.80000 31558.80| 595.00000 30345.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0201 801-06605 188.000 EACH| 260.00000 48880.00| 208.00000 39104.00| 200.00000 37600.00 BARRICADE, IIIA | | | 0202 801-06606 24.000 EACH| 305.00000 7320.00| 260.00000 6240.00| 250.00000 6000.00 BARRICADE, IIIB | | | 0203 801-06625 80.000 EACH| 180.00000 14400.00| 93.60000 7488.00| 90.00000 7200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0204 801-06640 125.000 EACH| 230.00000 28750.00| 171.60000 21450.00| 165.00000 20625.00 CONSTRUCTION SIGN, A | | | 0205 801-06645 32.000 EACH| 51.00000 1632.00| 52.00000 1664.00| 50.00000 1600.00 CONSTRUCTION SIGN, B | | | 0206 801-06775 LUMP| 100000.00000 100000.00| 80316.60000 80316.60| 213000.00000 213000.00 MAINTAINING TRAFFIC | | | 0209 801-96497 72.000 LFT | 6.15000 442.80| 1.98000 142.56| 1.90000 136.80 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 24 IN. | | | 0210 802-04893 4.000 EACH| 50.00000 200.00| 46.80000 187.20| 35.00000 140.00 REFERENCE POST | | | 0211 802-05701 648.000 LFT | 7.20000 4665.60| 7.28000 4717.44| 9.96000 6454.08 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0212 802-05702 537.000 LFT | 4.50000 2416.50| 4.58000 2459.46| 10.96000 5885.52 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0213 802-76025 135.740 SFT | 9.75000 1323.47| 9.88000 1341.11| 19.90000 2701.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0214 802-76035 1046.170 SFT | 10.70000 11194.02| 10.82000 11319.56| 21.90000 22911.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0215 802-76095 311.000 LBS | 2.80000 870.80| 2.81000 873.91| 2.70000 839.70 STRUCTURAL STEEL, BREAKAWAY | | | 0216 805-01421 2.000 EACH| 260.00000 520.00| 260.00000 520.00| 250.00000 500.00 SERVICE POINT RISER AND WEATHERHEAD, | | | FURNISH | | | 0217 805-01815 4.000 EACH| 1700.00000 6800.00| 1716.00000 6864.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0218 805-01842 9.000 EACH| 670.00000 6030.00| 676.00000 6084.00| 650.00000 5850.00 HANDHOLE, SIGNAL | | | 0219 805-01844 1700.000 LFT | 10.50000 17850.00| 10.50000 17850.00| 10.10000 17170.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0220 805-03902 35.000 LFT | 4.70000 164.50| 4.78000 167.30| 4.60000 161.00 CONDUIT, STEEL, GALVANIZED, FLEXIBLE, 1 | | | IN. | | | 0221 805-78010 1.000 EACH| 770.00000 770.00| 780.00000 780.00| 750.00000 750.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0222 805-78100 1.000 EACH| 8000.00000 8000.00| 8164.00000 8164.00| 7850.00000 7850.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0223 805-78190 1.000 EACH| 125.00000 125.00| 124.80000 124.80| 120.00000 120.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0224 805-78215 6.000 EACH| 465.00000 2790.00| 468.00000 2808.00| 450.00000 2700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0225 805-78230 2.000 EACH| 690.00000 1380.00| 696.80000 1393.60| 670.00000 1340.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0226 805-78415 4.000 EACH| 1700.00000 6800.00| 1716.00000 6864.00| 1650.00000 6600.00 SPAN, CATENARY, AND TETHER | | | 0227 805-78420 4.000 EACH| 310.00000 1240.00| 312.00000 1248.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0228 805-78467 100.000 LFT | 1.50000 150.00| 1.46000 146.00| 1.40000 140.00 SIGNAL CABLE, 3C 8GA. | | | 0229 805-78470 2400.000 LFT | 0.35000 840.00| 0.31000 744.00| 0.30000 720.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0230 805-78480 50.000 LFT | 1.00000 50.00| 0.94000 47.00| 0.90000 45.00 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0231 805-78485 320.000 LFT | 1.10000 352.00| 1.05000 336.00| 1.00000 320.00 SIGNAL CABLE, 5C 14GA. | | | 0232 805-78490 660.000 LFT | 1.15000 759.00| 1.14000 752.40| 1.10000 726.00 SIGNAL CABLE, 7C 14GA. | | | 0233 805-78510 5400.000 LFT | 1.00000 5400.00| 0.94000 5076.00| 0.90000 4860.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0234 805-78784 16.000 EACH| 290.00000 4640.00| 291.20000 4659.20| 280.00000 4480.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0235 805-78785 14.000 EACH| 325.00000 4550.00| 332.80000 4659.20| 320.00000 4480.00 SIGNAL DETECTOR HOUSING | | | 0236 805-78795 1085.000 LFT | 10.25000 11121.25| 10.50000 11392.50| 10.10000 10958.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0237 805-78925 1.000 EACH| 570.00000 570.00| 572.00000 572.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0238 805-81060 4.000 EACH| 3350.00000 13400.00| 3380.00000 13520.00| 3250.00000 13000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0239 808-06701 3850.000 LFT | 0.25000 962.50| 0.28000 1078.00| 0.27000 1039.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0240 808-06703 80265.000 LFT | 0.25000 20066.25| 0.28000 22474.20| 0.27000 21671.55 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0241 808-75245 66225.000 LFT | 0.25000 16556.25| 0.28000 18543.00| 0.27000 17880.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0242 808-75278 440.000 LFT | 1.00000 440.00| 2.08000 915.20| 2.00000 880.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0243 808-75290 830.000 LFT | 2.00000 1660.00| 3.02000 2506.60| 2.90000 2407.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0244 808-75297 835.000 LFT | 2.00000 1670.00| 3.02000 2521.70| 2.90000 2421.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0245 808-75320 43.000 EACH| 50.00000 2150.00| 62.40000 2683.20| 60.00000 2580.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0246 808-75325 25.000 EACH| 55.00000 1375.00| 67.60000 1690.00| 65.00000 1625.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0247 808-92027 8770.000 LFT | 1.00000 8770.00| 0.98000 8594.60| 0.94000 8243.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0248 203-02070 100000.000 CYS | 5.00000 500000.00| 3.75000 375000.00| 7.50000 750000.00 BORROW | | | 0249 611-06497 18.000 EACH| 165.00000 2970.00| 166.40000 2995.20| 105.00000 1890.00 MAILBOX ASSEMBLY, SINGLE | | | 0250 611-06498 3.000 EACH| 220.00000 660.00| 223.60000 670.80| 125.00000 375.00 MAILBOX ASSEMBLY, DOUBLE | | | 0251 615-06505 47.000 EACH| 400.00000 18800.00| 410.80000 19307.60| 495.00000 23265.00 MONUMENT, B | | | 0252 615-06510 27.000 EACH| 410.00000 11070.00| 416.00000 11232.00| 395.00000 10665.00 MONUMENT, C | | | 0253 615-06527 2.000 EACH| 400.00000 800.00| 400.40000 800.80| 395.00000 790.00 MONUMENT, SECTION CORNER | | | 0254 808-75998 995.000 EACH| 21.00000 20895.00| 22.88000 22765.60| 25.00000 24875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0255 204-02290 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| 2000.00000 4000.00 SETTLEMENT PLATE | | | 0256 715-04522 1.000 EACH| 750.00000 750.00| 1017.79000 1017.79| 850.00000 850.00 PIPE END SECTION, 42 IN. | | | 0257 801-06203 6000.000 LFT | 0.45000 2700.00| 0.25000 1500.00| 0.24000 1440.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0258 801-06207 39918.000 LFT | 1.05000 41913.90| 0.90000 35926.20| 0.87000 34728.66 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0259 210-05106 2.000 EACH| 1200.00000 2400.00| 1397.60000 2795.20| 2000.00000 4000.00 CONCRETE ANCHOR, 120 IN. | | | 0260 203-02045 19500.000 CYS | 3.20000 62400.00| 2.28000 44460.00| 3.50000 68250.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0261 622-05644 39.000 EACH| 58.00000 2262.00| 58.76000 2291.64| 56.50000 2203.50 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0262 621-04978 3146.000 SYS | 0.50000 1573.00| 0.50000 1573.00| 0.48000 1510.08 SEED MIXTURE , WP7 | | | 0263 622-91786 3450.000 EACH| 4.20000 14490.00| 4.26000 14697.00| 4.10000 14145.00 SEEDLING , LIVE STAKES | | | 0264 621-04925 1068.000 SYS | 2.15000 2296.20| 0.88000 939.84| 2.00000 2136.00 FABRIC , SOIL SEPERATION | | | 0265 205-93689 895.000 SYS | 2.75000 2461.25| 2.76000 2470.20| 2.65000 2371.75 EROSION CONTROL FABRIC , 1, PERMANENT | | | 0266 205-93689 610.000 SYS | 2.75000 1677.50| 2.76000 1683.60| 2.65000 1616.50 EROSION CONTROL FABRIC , 2, PERMANENT | | | 0267 205-93689 2849.000 SYS | 2.50000 7122.50| 2.44000 6951.56| 2.35000 6695.15 EROSION CONTROL FABRIC , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1145629 |(3) 35-1618530 |CRIDER & CRIDER, INC. |KOESTER EQUIPMENT, INC. & SU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0268 616-02305 5675.000 CYS | 82.00000 465350.00| 119.70000 679297.50| 75.00000 425625.00 GABIONS , 3 FT. X 3 FT. X 3 FT. | | | 0269 712-04920 135.000 CFT | 10.00000 1350.00| 5.76000 777.60| 30.00000 4050.00 STONE , HAND PLACED, 6 IN. TO 9 IN., | | | GLACIAL DEPOSIT | | | SECTION TOTALS | $ 20,292,717.88| $ 21,814,608.31| $ 23,292,336.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,292,717.88| $ 21,814,608.31| $ 23,292,336.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-01925 24.000 MOS | 1800.00000 43200.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 250700.00000 250700.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1180000.00000 1180000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 710000.00000 710000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01347 4.000 EACH| 1650.00000 6600.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , 6000 THROUGH 10000 GALLONS | | | CAPACITY | | | 0006 202-01347 2.000 EACH| 1725.00000 3450.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , OVER 10,000 GALLAONS CAPACITY | | | 0007 202-02240 2500.000 SYS | 6.00000 15000.00| | PAVEMENT, REMOVE | | | 0008 202-03000 LUMP| 2903.53000 2903.53| | HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03000 LUMP| 9000.00000 9000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-03000 LUMP| 3500.00000 3500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0011 202-03000 LUMP| 2500.00000 2500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 111 | | | 0012 202-03000 LUMP| 775.00000 775.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 123 | | | 0013 202-03000 LUMP| 2900.00000 2900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0014 202-03000 LUMP| 3000.00000 3000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0015 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0017 202-03000 LUMP| 3000.00000 3000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0018 202-03000 LUMP| 775.00000 775.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0019 202-03000 LUMP| 775.00000 775.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 53 | | | 0020 202-03000 LUMP| 1500.00000 1500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 67 | | | 0021 202-03000 LUMP| 1200.00000 1200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 68 | | | 0022 202-03000 LUMP| 1200.00000 1200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0023 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71 | | | 0024 202-03000 LUMP| 1600.00000 1600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71SA | | | 0025 202-03000 LUMP| 2200.00000 2200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0026 202-03000 LUMP| 4200.00000 4200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | 0027 202-03000 LUMP| 2300.00000 2300.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0028 202-03000 LUMP| 2200.00000 2200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0029 202-03000 LUMP| 3600.00000 3600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 83 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 202-03496 2.000 EACH| 785.00000 1570.00| | TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, C | | | 0031 202-04357 1.000 EACH| 1450.00000 1450.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0032 202-05544 4000.000 GAL | 0.18000 720.00| | REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0033 202-05544 125.000 GAL | 5.25000 656.25| | REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0034 202-05544 250.000 GAL | 5.36000 1340.00| | REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0035 202-05545 5926.000 CYS | 29.46000 174579.96| | REGULATED MATERIALS, DISPOSE, C | | | 0036 202-05549 4000.000 GAL | 0.27000 1080.00| | REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0037 202-05549 125.000 GAL | 2.00000 250.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0038 202-05549 250.000 GAL | 2.10000 525.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0039 202-05550 5926.000 CYS | 2.20000 13037.20| | REGULATED MATERIALS, REMOVE, C | | | 0040 202-05554 4000.000 GAL | 0.15000 600.00| | REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0041 202-05554 125.000 GAL | 1.00000 125.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0042 202-05554 250.000 GAL | 1.00000 250.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0043 202-05555 5926.000 CYS | 10.90000 64593.40| | REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 202-05571 20.000 EACH| 50.00000 1000.00| | TESTING FOR WASTES , (WATER), BTEX | | | 0045 202-05571 35.000 EACH| 93.50000 3272.50| | TESTING FOR WASTES , TPH | | | 0046 202-05571 110.000 EACH| 140.25000 15427.50| | TESTING FOR WASTES , TPH, 48 HOUR RESULT| | | 0047 202-51330 LUMP| 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0048 202-60820 1500.000 SYS | 4.00000 6000.00| | SURFACE MILLING, ASPHALT | | | 0051 203-02020 2306992.000 CYS | 2.94000 6782556.48| | EXCAVATION, UNCLASSIFIED | | | 0052 203-02132 12100.000 LFT | 1.70000 20570.00| | EXPLORATORY DRILLING | | | 0053 204-02295 4.000 EACH| 1500.00000 6000.00| | PIEZOMETER | | | 0054 205-02224 27753.000 LFT | 1.60000 44404.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0055 205-02229 8294.000 LFT | 11.90000 98698.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0056 205-02231 42517.000 LFT | 6.00000 255102.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0057 205-02233 6300.000 CYS | 8.00000 50400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0058 205-02234 23.000 EACH| 65.00000 1495.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0059 205-02236 12.000 EACH| 65.00000 780.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0060 205-02237 11.000 EACH| 55.00000 605.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0061 206-51215 156.000 CYS | 45.00000 7020.00| | EXCAVATION, X | | | 0062 210-05106 4.000 EACH| 3600.00000 14400.00| | CONCRETE ANCHOR, 108 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 210-05106 2.000 EACH| 3300.00000 6600.00| | CONCRETE ANCHOR, 66 IN. | | | 0065 210-05106 4.000 EACH| 2800.00000 11200.00| | CONCRETE ANCHOR, MIN. AREA 12.9 SQ. FT. | | | 0066 210-05106 2.000 EACH| 3300.00000 6600.00| | CONCRETE ANCHOR, MIN. AREA 20.6 SQ. FT. | | | 0067 211-02060 27025.000 CYS | 21.00000 567525.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0068 211-06467 48.500 CYS | 35.00000 1697.50| | AGGREGATE FOR END BENT BACKFILL | | | 0069 213-04324 25000.000 CYS | 63.00000 1575000.00| | FLOWABLE FILL | | | 0070 303-52308 81333.000 TON | 14.00000 1138662.00| | COMPACTED AGGREGATE, O, 53 | | | 0071 304-04403 35.800 CYS | 60.00000 2148.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0072 305-05204 93.000 TON | 125.00000 11625.00| | HMA FOR PATCHING | | | 0073 305-05206 1516.000 TON | 39.00000 59124.00| | WIDENING WITH HMA | | | 0074 305-60970 1149.000 TON | 18.00000 20682.00| | WIDENING WITH COMPACTED AGGREGATE | | | 0075 401-05437 48947.000 TON | 37.00000 1811039.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0076 401-05455 17674.000 TON | 38.00000 671612.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0077 401-05456 10775.000 TON | 47.00000 506425.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0078 401-05459 19288.000 TON | 33.00000 636504.00| | QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0079 401-06264 LUMP| 9000.00000 9000.00| | PROFILOGRAPH, HMA | | | 0080 402-05470 14874.000 TON | 30.00000 446220.00| | HMA BASE C25.0 mm, MAINLINE | | | 0081 404-05511 122100.000 SYS | 0.80000 97680.00| | SEAL COAT, 2 | | | 0082 406-05520 133.000 TON | 200.00000 26600.00| | ASPHALT FOR TACK COAT | | | 0083 501-05090 184.300 SYS | 55.00000 10136.50| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 601-01522 4.000 EACH| 1165.00000 4660.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0085 601-01625 1.000 EACH| 1725.00000 1725.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0086 601-02103 250.000 LFT | 13.50000 3375.00| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING 55 FT. RADIUS | | | 0087 601-02103 50.000 LFT | 13.50000 675.00| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING 85 FT. RADIUS | | | 0088 601-03464 12.000 EACH| 40.00000 480.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0089 601-06037 4.000 EACH| 575.00000 2300.00| | GUARDRAIL END TREATMENT, I | | | 0090 601-94689 24.000 EACH| 2150.00000 51600.00| | GUARDRAIL END TREATMENT, OS | | | 0091 601-99105 11637.500 LFT | 9.90000 115211.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0092 602-06646 438.000 LFT | 35.00000 15330.00| | TEMPORARY CONCRETE BARRIER | | | 0093 602-06729 24.000 EACH| 6.00000 144.00| | BARRIER DELINEATOR | | | 0094 605-06140 2490.000 LFT | 10.75000 26767.50| | CURB AND GUTTER, CONCRETE | | | 0095 605-06255 861.000 SYS | 54.50000 46924.50| | CENTER CURB, D, CONCRETE | | | 0096 610-05527 2903.000 TON | 50.00000 145150.00| | HMA FOR APPROACHES | | | 0097 615-06490 235.000 EACH| 110.00000 25850.00| | RIGHT OF WAY MARKER | | | 0098 616-02320 13589.000 SYS | 1.65000 22421.85| | GEOTEXTILES | | | 0099 616-05688 1255.000 TON | 22.00000 27610.00| | RIPRAP, CLASS 1 | | | 0100 616-06405 12799.000 TON | 19.00000 243181.00| | RIPRAP, REVETMENT | | | 0101 616-51367 481.000 SYS | 35.00000 16835.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0102 621-01004 3.000 EACH| 660.00000 1980.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 621-06545 33.000 TON | 535.00000 17655.00| | FERTILIZER | | | 0104 621-06553 18816.000 LBS | 3.65000 68678.40| | SEED MIXTURE, R | | | 0105 621-06565 165.000 TON | 420.00000 69300.00| | MULCHING MATERIAL | | | 0106 621-06567 2840.000 MG | 0.50000 1420.00| | WATER | | | 0107 621-06575 11359.000 SYS | 3.60000 40892.40| | SODDING, NURSERY | | | 0108 622-52436 6.000 EACH| 28.00000 168.00| | SIGN, DO NOT MOW OR SPRAY | | | 0109 622-91786 638.000 EACH| 10.45000 6667.10| | SEEDLING | | | 0110 701-01406 7.000 EACH| 1040.00000 7280.00| | SAMPLING AND TESTING ANALYSIS , | | | BACTERIOLOGICAL | | | 0111 701-93658 144.000 LFT | 45.00000 6480.00| | PILE, STEEL H, HP 12 X 63 | | | 0112 702-51005 115.000 CYS | 350.00000 40250.00| | CONCRETE, A, SUBSTRUCTURE | | | 0113 702-51015 51.000 CYS | 225.00000 11475.00| | CONCRETE, B, FOOTINGS | | | 0114 702-94656 0.810 CYS | 500.00000 405.00| | CONCRETE, B | | | 0115 703-51030 29187.000 LBS | 0.50000 14593.50| | REINFORCING STEEL | | | 0116 703-51032 78047.000 LBS | 0.55000 42925.85| | REINFORCING STEEL, EPOXY COATED | | | 0117 704-51002 271.200 CYS | 325.00000 88140.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-05732 4.000 EACH| 1250.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0119 706-51020 39.800 CYS | 375.00000 14925.00| | CONCRETE, C, RAILING | | | 0120 707-06404 807.000 LFT | 160.00000 129120.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM 4'-6 x 3'-6 | | | 0121 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL , STR. NO. 1 | | | 0122 714-06660 112.800 SYS | 400.00000 45120.00| | WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 714-06840 108.000 LFT | 2800.00000 302400.00| | CULVERT, PRECAST 3 SIDED REINFORCED | | | CONCRETE, 336 in. X 120 in. | | | 0124 714-06898 64.000 LFT | 3000.00000 192000.00| | CULVERT, PRECAST 3 SIDED, 32 FT. X 11 | | | FT. | | | 0125 714-26702 150.000 LFT | 240.00000 36000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0126 714-26703 500.000 LFT | 400.00000 200000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0127 714-26708 74.000 LFT | 410.00000 30340.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0128 714-26724 284.000 LFT | 980.00000 278320.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0129 714-26725 390.000 LFT | 1000.00000 390000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0130 714-93641 40.000 LFT | 170.00000 6800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0132 715-04612 510.000 LFT | 420.00000 214200.00| | PIPE , RCP, III, DO.01=1500, 108 IN. | | | 0133 715-04612 115.000 LFT | 540.00000 62100.00| | PIPE , RCP, III, DO.01=1500, 120 IN. | | | 0134 715-04612 8.000 LFT | 350.00000 2800.00| | PIPE , REINFORCED CONCRETE, HE-A, | | | DEFORMED, MIN. AREA 8.8 SQ. FT. | | | 0135 715-04612 516.000 LFT | 400.00000 206400.00| | PIPE , TYPE 1, CIRCULAR, 66 IN. | | | 0136 715-04612 130.000 LFT | 160.00000 20800.00| | PIPE , TYPE 3, CIRCULAR, 60 IN. | | | 0137 715-04612 130.000 LFT | 150.00000 19500.00| | PIPE , TYPE 3, DEFORMED, MIN. AREA 12.9 | | | SQ. FT. | | | 0138 715-04612 130.000 LFT | 62.00000 8060.00| | PIPE , TYPE 3, DEFORMED, MIN. AREA 3.3 | | | SQ.FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 715-04612 112.000 LFT | 64.00000 7168.00| | PIPE , TYPE 3, DEFORMED, MIN. AREA 4.5 | | | SQ.FT. | | | 0140 715-04694 2.000 EACH| 1000.00000 2000.00| | PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0141 715-05019 1580.000 LFT | 70.00000 110600.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0142 715-05024 32.000 LFT | 70.00000 2240.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0143 715-05048 41156.000 LFT | 1.75000 72023.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0144 715-05053 5778.000 LFT | 8.50000 49113.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0145 715-05121 4.000 LFT | 68.00000 272.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0146 715-05123 516.000 LFT | 40.00000 20640.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0147 715-05128 252.000 LFT | 79.00000 19908.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0148 715-05133 242.000 LFT | 160.00000 38720.00| | PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0149 715-05149 482.000 LFT | 26.00000 12532.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0150 715-05151 50.000 LFT | 45.00000 2250.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0151 715-05152 312.000 LFT | 34.00000 10608.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0152 715-05156 382.000 LFT | 46.00000 17572.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0153 715-05159 446.000 LFT | 69.00000 30774.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0154 715-05169 1342.000 LFT | 27.00000 36234.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0155 715-05171 254.000 LFT | 34.00000 8636.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0156 715-05173 198.000 LFT | 40.00000 7920.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0157 715-05177 215.000 LFT | 65.00000 13975.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0158 715-05242 106.000 LFT | 82.00000 8692.00| | PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 715-05252 244.000 LFT | 110.00000 26840.00| | PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. | | | 0160 715-05407 125.000 LFT | 20.00000 2500.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0161 715-05841 6.000 EACH| 3000.00000 18000.00| | CONCRETE ANCHOR, 60 IN. | | | 0162 715-06004 4.000 EACH| 2200.00000 8800.00| | CONCRETE ANCHOR, 48 IN. | | | 0163 715-06471 6.000 EACH| 550.00000 3300.00| | PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0164 715-06501 3.000 EACH| 1500.00000 4500.00| | CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0165 715-44240 4.180 CYS | 425.00000 1776.50| | CONCRETE, A, STRUCTURES | | | 0166 715-46005 53.000 EACH| 320.00000 16960.00| | PIPE END SECTION, 15 IN. | | | 0167 715-46010 8.000 EACH| 440.00000 3520.00| | PIPE END SECTION, 18 IN. | | | 0168 715-46020 18.000 EACH| 480.00000 8640.00| | PIPE END SECTION, 24 IN. | | | 0169 715-46030 1.000 EACH| 660.00000 660.00| | PIPE END SECTION, 30 IN. | | | 0170 715-46040 24.000 EACH| 990.00000 23760.00| | PIPE END SECTION, 36 IN. | | | 0171 715-93911 3688.000 LFT | 15.00000 55320.00| | WATER MAIN, 4 IN. , PVC | | | 0172 715-97607 4.000 EACH| 820.00000 3280.00| | PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0173 716-04832 150.000 LFT | 51.30000 7695.00| | PIPE CASING, , STEEL, 14 IN. | | | 0174 718-06528 66.000 EACH| 460.00000 30360.00| | OUTLET PROTECTOR, 1 | | | 0175 718-06529 6.000 EACH| 420.00000 2520.00| | OUTLET PROTECTOR, 2 | | | 0176 718-06531 33.000 EACH| 375.00000 12375.00| | OUTLET PROTECTOR, 3 | | | 0177 718-06532 41156.000 LFT | 1.00000 41156.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0178 718-52610 3268.400 CYS | 22.00000 71904.80| | AGGREGATE FOR UNDERDRAINS | | | 0179 718-99153 31675.000 SYS | 0.85000 26923.75| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 720-03194 2.000 EACH| 3100.00000 6200.00| | MANHOLE , H7 | | | 0181 720-03194 1.000 EACH| 3700.00000 3700.00| | MANHOLE , K10 | | | 0182 720-03194 1.000 EACH| 3500.00000 3500.00| | MANHOLE K7 | | | 0183 720-44000 13.000 EACH| 250.00000 3250.00| | CASTING, ADJUST TO GRADE | | | 0184 720-45030 2.000 EACH| 1400.00000 2800.00| | INLET, E7 | | | 0185 720-45040 1.000 EACH| 2800.00000 2800.00| | INLET, G7 | | | 0186 720-45045 7.000 EACH| 1500.00000 10500.00| | INLET, J10 | | | 0187 720-45055 1.000 EACH| 1600.00000 1600.00| | INLET, M10 | | | 0188 720-45415 1.000 EACH| 2900.00000 2900.00| | MANHOLE, D4 | | | 0189 720-45416 1.000 EACH| 3800.00000 3800.00| | MANHOLE, E4 | | | 0190 720-93501 1.000 EACH| 5600.00000 5600.00| | MANHOLE, L4 | | | 0191 720-94432 1.000 EACH| 1700.00000 1700.00| | MANHOLE, C7 | | | 0192 720-94612 2.000 EACH| 3500.00000 7000.00| | MANHOLE, K4 | | | 0193 720-98174 1.000 EACH| 2400.00000 2400.00| | INLET, B15 | | | 0194 720-98555 2.000 EACH| 2400.00000 4800.00| | INLET, C15 | | | 0195 732-03063 1.000 EACH| 2900.00000 2900.00| | TAPPING SLEEVE AND VALVE, 4 IN. | | | 0196 732-03942 2.000 EACH| 2950.00000 5900.00| | HYDRANT ASSEMBLY, FLUSHING | | | 0197 732-04751 9.000 EACH| 745.00000 6705.00| | WATER SERVICE RECONNECTION | | | 0198 732-04836 7.000 EACH| 1200.00000 8400.00| | GATE VALVE , 4 IN. | | | 0199 732-04987 4.000 EACH| 2350.00000 9400.00| | CONNECTION AND ABANDONMENT DEPRESSURIZED| | | 0200 801-04308 51.000 EACH| 350.00000 17850.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 801-06605 188.000 EACH| 200.00000 37600.00| | BARRICADE, IIIA | | | 0202 801-06606 24.000 EACH| 200.00000 4800.00| | BARRICADE, IIIB | | | 0203 801-06625 80.000 EACH| 125.00000 10000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0204 801-06640 125.000 EACH| 200.00000 25000.00| | CONSTRUCTION SIGN, A | | | 0205 801-06645 32.000 EACH| 50.00000 1600.00| | CONSTRUCTION SIGN, B | | | 0206 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0209 801-96497 72.000 LFT | 4.75000 342.00| | TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 24 IN. | | | 0210 802-04893 4.000 EACH| 45.00000 180.00| | REFERENCE POST | | | 0211 802-05701 648.000 LFT | 7.00000 4536.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0212 802-05702 537.000 LFT | 4.40000 2362.80| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0213 802-76025 135.740 SFT | 9.50000 1289.53| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0214 802-76035 1046.170 SFT | 10.40000 10880.17| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0215 802-76095 311.000 LBS | 2.70000 839.70| | STRUCTURAL STEEL, BREAKAWAY | | | 0216 805-01421 2.000 EACH| 250.00000 500.00| | SERVICE POINT RISER AND WEATHERHEAD, | | | FURNISH | | | 0217 805-01815 4.000 EACH| 1650.00000 6600.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0218 805-01842 9.000 EACH| 650.00000 5850.00| | HANDHOLE, SIGNAL | | | 0219 805-01844 1700.000 LFT | 10.10000 17170.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 805-03902 35.000 LFT | 4.60000 161.00| | CONDUIT, STEEL, GALVANIZED, FLEXIBLE, 1 | | | IN. | | | 0221 805-78010 1.000 EACH| 750.00000 750.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0222 805-78100 1.000 EACH| 7850.00000 7850.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0223 805-78190 1.000 EACH| 120.00000 120.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0224 805-78215 6.000 EACH| 450.00000 2700.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0225 805-78230 2.000 EACH| 670.00000 1340.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0226 805-78415 4.000 EACH| 1650.00000 6600.00| | SPAN, CATENARY, AND TETHER | | | 0227 805-78420 4.000 EACH| 300.00000 1200.00| | DISCONNECT HANGER | | | 0228 805-78467 100.000 LFT | 1.40000 140.00| | SIGNAL CABLE, 3C 8GA. | | | 0229 805-78470 2400.000 LFT | 0.30000 720.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0230 805-78480 50.000 LFT | 0.90000 45.00| | SIGNAL CABLE, 3C 14GA. | | | 0231 805-78485 320.000 LFT | 1.00000 320.00| | SIGNAL CABLE, 5C 14GA. | | | 0232 805-78490 660.000 LFT | 1.10000 726.00| | SIGNAL CABLE, 7C 14GA. | | | 0233 805-78510 5400.000 LFT | 0.90000 4860.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0234 805-78784 16.000 EACH| 280.00000 4480.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0235 805-78785 14.000 EACH| 320.00000 4480.00| | SIGNAL DETECTOR HOUSING | | | 0236 805-78795 1085.000 LFT | 10.10000 10958.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0237 805-78925 1.000 EACH| 550.00000 550.00| | CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0238 805-81060 4.000 EACH| 3250.00000 13000.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0239 808-06701 3850.000 LFT | 0.23000 885.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0240 808-06703 80265.000 LFT | 0.23000 18460.95| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0241 808-75245 66225.000 LFT | 0.23000 15231.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0242 808-75278 440.000 LFT | 1.00000 440.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0243 808-75290 830.000 LFT | 2.00000 1660.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0244 808-75297 835.000 LFT | 2.00000 1670.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0245 808-75320 43.000 EACH| 45.00000 1935.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0246 808-75325 25.000 EACH| 55.00000 1375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0247 808-92027 8770.000 LFT | 0.90000 7893.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0248 203-02070 100000.000 CYS | 6.50000 650000.00| | BORROW | | | 0249 611-06497 18.000 EACH| 160.00000 2880.00| | MAILBOX ASSEMBLY, SINGLE | | | 0250 611-06498 3.000 EACH| 215.00000 645.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0251 615-06505 47.000 EACH| 500.00000 23500.00| | MONUMENT, B | | | 0252 615-06510 27.000 EACH| 440.00000 11880.00| | MONUMENT, C | | | 0253 615-06527 2.000 EACH| 440.00000 880.00| | MONUMENT, SECTION CORNER | | | 0254 808-75998 995.000 EACH| 20.30000 20198.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 131 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,010,973.44 ROUTE : SR 237 CALL ORDER : 131 CONTRACT ID : R -25129-A COUNTIES : PERRY LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 204-02290 2.000 EACH| 900.00000 1800.00| | SETTLEMENT PLATE | | | 0256 715-04522 1.000 EACH| 1300.00000 1300.00| | PIPE END SECTION, 42 IN. | | | 0257 801-06203 6000.000 LFT | 0.15000 900.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0258 801-06207 39918.000 LFT | 2.00000 79836.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0259 210-05106 2.000 EACH| 3800.00000 7600.00| | CONCRETE ANCHOR, 120 IN. | | | 0260 203-02045 19500.000 CYS | 3.50000 68250.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0261 622-05644 39.000 EACH| 56.50000 2203.50| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0262 621-04978 3146.000 SYS | 0.48000 1510.08| | SEED MIXTURE , WP7 | | | 0263 622-91786 3450.000 EACH| 4.10000 14145.00| | SEEDLING , LIVE STAKES | | | 0264 621-04925 1068.000 SYS | 2.00000 2136.00| | FABRIC , SOIL SEPERATION | | | 0265 205-93689 895.000 SYS | 2.65000 2371.75| | EROSION CONTROL FABRIC , 1, PERMANENT | | | 0266 205-93689 610.000 SYS | 2.65000 1616.50| | EROSION CONTROL FABRIC , 2, PERMANENT | | | 0267 205-93689 2849.000 SYS | 2.35000 6695.15| | EROSION CONTROL FABRIC , TEMPORARY | | | 0268 616-02305 5675.000 CYS | 65.00000 368875.00| | GABIONS , 3 FT. X 3 FT. X 3 FT. | | | 0269 712-04920 135.000 CFT | 120.00000 16200.00| | STONE , HAND PLACED, 6 IN. TO 9 IN., | | | GLACIAL DEPOSIT | | | SECTION TOTALS | $ 23,360,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,360,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,722,119.58 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25796-B COUNTIES : CARROLL LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9908024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1460625 BROWN ,LEO CONSTRUCTION CO $ 1,717,228.80 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,933,391.40 112.5878% ==================================================================================================================================== |(1) 35-1460625 |(2) 35-1136349 | |BROWN, LEO CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, INTERPRETIVE CENTER | | | 0001 105-06790 15.000 MOS | 483.00000 7245.00| 2438.04000 36570.60| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2452.00000 2452.00| 30305.27000 30305.27| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33200.00000 33200.00| 96669.57000 96669.57| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1591.00000 1591.00| 38667.83000 38667.83| CLEARING RIGHT OF WAY | | | 0005 203-02000 4033.000 m3 | 13.60000 54848.80| 17.85000 71989.05| EXCAVATION, COMMON | | | 0006 203-02070 1700.000 m3 | 19.00000 32300.00| 15.01000 25517.00| BORROW | | | 0007 303-52308 675.000 Mg | 17.00000 11475.00| 17.59000 11873.25| COMPACTED AGGREGATE, O, 53 | | | 0008 402-05498 475.000 Mg | 58.30000 27692.50| 60.52000 28747.00| HMA FOR PARKING AREA | | | 0009 603-03829 70.000 m | 216.85000 15179.50| 251.23000 17586.10| FENCE | | | 0010 604-06069 25.000 m2 | 54.00000 1350.00| 71.12000 1778.00| CURB RAMP, CONCRETE | | | 0011 604-91531 600.000 m2 | 45.50000 27300.00| 44.86000 26916.00| SIDEWALK, CONCRETE, 100 mm | | | 0012 605-06120 100.000 m | 52.00000 5200.00| 103.42000 10342.00| CURB, CONCRETE | | | 0013 621-01004 1.000 EACH| 200.00000 200.00| 228.39000 228.39| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-01852 16180.000 m2 | 0.60000 9708.00| 0.69000 11164.20| MULCHED SEEDING, GRASS, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/15/01 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,722,119.58 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25796-B COUNTIES : CARROLL LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1460625 |(2) 35-1136349 | |BROWN, LEO CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 711-03973 LUMP| 1060816.00000 1060816.00| 1069507.48000 1069507.48| BUILDING ARCHITECTURAL | | | 0016 711-98751 LUMP| 151800.00000 151800.00| 155317.27000 155317.27| BUILDING, MECHANICAL | | | 0017 719-03975 LUMP| 54899.00000 54899.00| 74212.27000 74212.27| BUILDING PLUMBING | | | 0018 802-03821 4.000 EACH| 500.00000 2000.00| 171.29000 685.16| SIGN, SHEET WITH LEGEND | | | 0019 807-03694 LUMP| 209940.00000 209940.00| 214101.96000 214101.96| BUILDING ELECTRICAL | | | 0020 807-03970 8.000 EACH| 384.00000 3072.00| 356.13000 2849.04| LIGHT POLE BASE | | | 0021 808-06609 2.000 EACH| 100.00000 200.00| 331.16000 662.32| PAVEMENT MESSAGE MARKING | | | 0022 808-06713 2180.000 m | 2.00000 4360.00| 3.25000 7085.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-97222 4.000 EACH| 100.00000 400.00| 154.16000 616.64| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,717,228.80| $ 1,933,391.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,717,228.80| $ 1,933,391.40| 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