INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 195 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 4,726,449.44 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 5,086,243.48 107.6123% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,361,000.00 113.4255% 4 35-0626844 RUDOLPH, J.H. & CO $ 5,595,253.90 118.3817% 5 35-1057095 BLANKENBERGER BROTHERS $ 6,353,109.03 134.4161% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 94850.00000 94850.00| 95000.00000 95000.00| 70000.00000 70000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 1800.00000 43200.00| 1000.00000 24000.00| 1500.00000 36000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 230000.00000 230000.00| 250000.00000 250000.00| 243227.22000 243227.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 65000.00000 65000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-01901 1.000 EACH| 10500.00000 10500.00| 4000.00000 4000.00| 10.00000 10.00 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-03000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 16 | | | 0007 202-03000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 17 | | | 0008 202-03000 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 18 | | | 0009 202-03000 LUMP| 7550.00000 7550.00| 10000.00000 10000.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 19 | | | 0010 202-03000 LUMP| 2500.00000 2500.00| 7000.00000 7000.00| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 21 | | | 0011 202-03000 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 37 | | | 0013 202-03000 LUMP| 4750.00000 4750.00| 10000.00000 10000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 43 | | | 0014 203-02000 500.000 m3 | 8.00000 4000.00| 6.00000 3000.00| 4.00000 2000.00 EXCAVATION, COMMON | | | 0015 203-02055 308650.000 m3 | 3.05000 941382.50| 3.85000 1188302.50| 4.20000 1296330.00 EMBANKMENT | | | 0016 205-03371 100.000 m3 | 5.00000 500.00| 4.00000 400.00| 9.00000 900.00 SEDIMENT REMOVE | | | 0017 205-06931 270.000 Mg | 19.50000 5265.00| 18.00000 4860.00| 22.00000 5940.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 13.000 EACH| 45.00000 585.00| 40.00000 520.00| 55.00000 715.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06936 57.100 Mg | 26.00000 1484.60| 20.00000 1142.00| 23.00000 1313.30 TEMPORARY SEDIMENT TRAP | | | 0020 207-07498 23712.000 m2 | 4.28000 101487.36| 2.60000 61651.20| 3.55000 84177.60 SUBGRADE TREATMENT, TYPE A | | | 0021 207-07502 5173.600 m2 | 2.86000 14796.50| 1.00000 5173.60| 3.55000 18366.28 SUBGRADE TREATMENT, TYPE D | | | 0022 207-07503 7414.700 m2 | 4.00000 29658.80| 0.75000 5561.03| 2.50000 18536.75 SUBGRADE TREATMENT, TYPE E | | | 0023 211-07454 3317.200 m3 | 14.25000 47270.10| 20.00000 66344.00| 16.50000 54733.80 STRUCTURE BACKFILL | | | 0024 303-01180 29322.000 Mg | 15.50000 454491.00| 15.00000 439830.00| 14.30000 419304.60 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08043 100.800 m2 | 16.00000 1612.80| 15.00000 1512.00| 15.00000 1512.00 MILLING, TRANSITION | | | 0026 401-06264 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0027 401-07320 2657.000 Mg | 36.35000 96581.95| 37.00000 98309.00| 39.00000 103623.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07333 748.000 Mg | 41.65000 31154.20| 42.00000 31416.00| 44.00000 32912.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0029 401-07335 3123.000 Mg | 48.60000 151777.80| 50.00000 156150.00| 51.00000 159273.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0030 401-07389 2510.000 Mg | 29.55000 74170.50| 30.00000 75300.00| 38.00000 95380.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0031 401-07402 1194.000 Mg | 32.10000 38327.40| 33.00000 39402.00| 42.00000 50148.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-07404 5253.000 Mg | 33.70000 177026.10| 34.00000 178602.00| 39.00000 204867.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07406 6569.000 Mg | 26.85000 176377.65| 27.00000 177363.00| 34.00000 223346.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0034 401-07409 17411.000 Mg | 26.60000 463132.60| 28.00000 487508.00| 34.00000 591974.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0035 401-07423 2719.000 Mg | 28.00000 76132.00| 29.00000 78851.00| 36.00000 97884.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 404-05511 3694.000 m2 | 2.35000 8680.90| 2.50000 9235.00| 2.20000 8126.80 SEAL COAT, 2 | | | 0038 405-05517 45.000 Mg | 315.00000 14175.00| 350.00000 15750.00| 350.00000 15750.00 ASPHALT FOR PRIME COAT | | | 0039 406-05520 68.000 Mg | 210.00000 14280.00| 215.00000 14620.00| 190.00000 12920.00 ASPHALT FOR TACK COAT | | | 0040 601-02103 171.450 m | 91.80000 15739.11| 59.00000 10115.55| 56.50000 9686.93 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0041 601-05999 6.000 EACH| 40.80000 244.80| 41.00000 246.00| 40.00000 240.00 CURVED TERMINAL END | | | 0042 603-06040 4487.000 m | 12.24000 54920.88| 14.00000 62818.00| 13.75000 61696.25 FENCE, FARM FIELD, 1190 mm | | | 0043 606-07484 6787.500 m | 1.00000 6787.50| 1.00000 6787.50| 0.95000 6448.13 MILLED HMA SHOULDER CORRUGATIONS | | | 0044 610-05527 2477.000 Mg | 48.00000 118896.00| 50.00000 123850.00| 45.00000 111465.00 HMA FOR APPROACHES | | | 0045 610-07486 239.000 Mg | 83.00000 19837.00| 85.00000 20315.00| 45.00000 10755.00 HMA FOR APPROACHES, TYPE A | | | 0046 611-06497 8.000 EACH| 173.40000 1387.20| 175.00000 1400.00| 170.00000 1360.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 2.000 EACH| 214.20000 428.40| 215.00000 430.00| 210.00000 420.00 MAILBOX ASSEMBLY, DOUBLE | | | 0048 615-06490 92.000 EACH| 112.20000 10322.40| 115.00000 10580.00| 112.00000 10304.00 RIGHT OF WAY MARKER | | | 0049 615-06505 31.000 EACH| 357.00000 11067.00| 410.00000 12710.00| 402.00000 12462.00 MONUMENT, B | | | 0050 615-06510 16.000 EACH| 255.00000 4080.00| 375.00000 6000.00| 365.00000 5840.00 MONUMENT, C | | | 0051 616-02320 11388.100 m2 | 1.50000 17082.15| 1.50000 17082.15| 1.10000 12526.91 GEOTEXTILES | | | 0052 616-05688 105.100 Mg | 24.00000 2522.40| 25.00000 2627.50| 32.00000 3363.20 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 616-05689 55.000 Mg | 26.50000 1457.50| 26.00000 1430.00| 28.00000 1540.00 RIPRAP, CLASS 2 | | | 0054 616-06405 5346.100 Mg | 18.00000 96229.80| 24.00000 128306.40| 20.00000 106922.00 RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH| 344.76000 344.76| 510.00000 510.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 19.400 Mg | 448.80000 8706.72| 335.00000 6499.00| 460.00000 8924.00 FERTILIZER | | | 0057 621-06548 126.500 kg | 53.04000 6709.56| 80.00000 10120.00| 65.00000 8222.50 SEED MIXTURE, CV | | | 0058 621-06553 3287.000 kg | 6.63000 21792.81| 5.00000 16435.00| 4.50000 14791.50 SEED MIXTURE, R | | | 0059 621-06557 1557.000 kg | 4.57000 7115.49| 4.00000 6228.00| 4.80000 7473.60 SEED MIXTURE, T | | | 0060 621-06565 155.700 Mg | 367.60000 57235.32| 340.00000 52938.00| 380.00000 59166.00 MULCHING MATERIAL | | | 0061 621-06567 343.000 kL | 1.00000 343.00| 10.00000 3430.00| 1.00000 343.00 WATER | | | 0062 621-06574 17921.300 m2 | 3.75000 67204.88| 3.50000 62724.55| 2.93000 52509.41 SODDING | | | 0063 621-06575 921.000 m2 | 3.75000 3453.75| 3.50000 3223.50| 2.93000 2698.53 SODDING, NURSERY | | | 0064 715-05019 270.000 m | 160.00000 43200.00| 190.00000 51300.00| 190.00000 51300.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0065 715-05048 10704.000 m | 6.75000 72252.00| 6.00000 64224.00| 7.00000 74928.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05053 802.000 m | 27.50000 22055.00| 27.00000 21654.00| 28.00000 22456.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05119 122.500 m | 52.50000 6431.25| 70.00000 8575.00| 65.00000 7962.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0068 715-05128 107.500 m | 285.00000 30637.50| 250.00000 26875.00| 290.00000 31175.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0069 715-05136 55.000 m | 410.00000 22550.00| 650.00000 35750.00| 1.00000 55.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0070 715-05149 345.000 m | 47.90000 16525.50| 55.00000 18975.00| 52.00000 17940.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 65.500 m | 52.50000 3438.75| 60.00000 3930.00| 60.00000 3930.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05169 76.000 m | 52.50000 3990.00| 75.00000 5700.00| 71.00000 5396.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05171 33.500 m | 70.00000 2345.00| 85.00000 2847.50| 96.00000 3216.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0074 715-05173 10.000 m | 105.00000 1050.00| 120.00000 1200.00| 132.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0075 715-05248 24.500 m | 330.00000 8085.00| 375.00000 9187.50| 460.00000 11270.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0076 715-05257 85.500 m | 475.00000 40612.50| 500.00000 42750.00| 900.00000 76950.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0077 715-06004 4.000 EACH| 735.00000 2940.00| 850.00000 3400.00| 1000.00000 4000.00 CONCRETE ANCHOR, 1200 mm | | | 0078 715-06357 2.000 EACH| 800.00000 1600.00| 1100.00000 2200.00| 1700.00000 3400.00 CONCRETE ANCHOR, 1800 mm | | | 0079 715-07303 2.000 EACH| 780.00000 1560.00| 2000.00000 4000.00| 1500.00000 3000.00 CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0080 715-07882 2.000 EACH| 850.00000 1700.00| 2200.00000 4400.00| 1800.00000 3600.00 CONCRETE ANCHOR, MIN. AREA 2.3 m2 | | | 0081 715-46000 11.000 EACH| 125.00000 1375.00| 150.00000 1650.00| 160.00000 1760.00 PIPE END SECTION, 300 mm | | | 0082 715-46005 24.000 EACH| 165.00000 3960.00| 185.00000 4440.00| 170.00000 4080.00 PIPE END SECTION, 375 mm | | | 0083 715-46010 4.000 EACH| 190.00000 760.00| 240.00000 960.00| 200.00000 800.00 PIPE END SECTION, 450 mm | | | 0084 715-46020 2.000 EACH| 240.00000 480.00| 400.00000 800.00| 270.00000 540.00 PIPE END SECTION, 600 mm | | | 0085 715-46040 8.000 EACH| 575.00000 4600.00| 600.00000 4800.00| 500.00000 4000.00 PIPE END SECTION, 900 mm | | | 0086 718-06528 73.000 EACH| 485.00000 35405.00| 500.00000 36500.00| 500.00000 36500.00 OUTLET PROTECTOR, 1 | | | 0087 718-06532 2000.000 m | 3.06000 6120.00| 3.00000 6000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 2055.000 m3 | 25.50000 52402.50| 32.00000 65760.00| 32.00000 65760.00 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 19803.000 m2 | 1.00000 19803.00| 1.00000 19803.00| 1.20000 23763.60 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45070 13.000 EACH| 1500.00000 19500.00| 1500.00000 19500.00| 1400.00000 18200.00 INLET, P12A | | | 0091 801-04308 17.000 EACH| 402.90000 6849.30| 450.00000 7650.00| 390.00000 6630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06199 4.000 EACH| 357.00000 1428.00| 275.00000 1100.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06625 19.000 EACH| 96.90000 1841.10| 150.00000 2850.00| 175.00000 3325.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 37.000 EACH| 168.30000 6227.10| 250.00000 9250.00| 300.00000 11100.00 CONSTRUCTION SIGN, A | | | 0095 801-06645 4.000 EACH| 51.00000 204.00| 110.00000 440.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0096 801-06775 LUMP| 38500.00000 38500.00| 20000.00000 20000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0097 801-07118 110.000 m | 69.56000 7651.60| 50.00000 5500.00| 50.00000 5500.00 BARRICADE, III-A | | | 0098 801-07119 40.000 m | 84.15000 3366.00| 55.00000 2200.00| 65.00000 2600.00 BARRICADE, III-B | | | 0099 801-07120 90.000 m | 127.50000 11475.00| 80.00000 7200.00| 90.00000 8100.00 BARRICADE, III, PERMANENT | | | 0100 802-05702 79.400 m | 33.30000 2644.02| 40.00000 3176.00| 36.60000 2906.04 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0101 802-76035 17.700 m2 | 240.36000 4254.37| 210.00000 3717.00| 196.00000 3469.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 802-99058 20.000 EACH| 96.90000 1938.00| 100.00000 2000.00| 95.00000 1900.00 SHEET SIGN, INSTALL | | | 0103 804-06771 67.000 EACH| 22.44000 1503.48| 30.00000 2010.00| 24.00000 1608.00 DELINEATOR POST, FLEXIBLE | | | 0104 808-06702 1040.000 m | 0.92000 956.80| 0.85000 884.00| 0.80000 832.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0105 808-06703 9424.000 m | 0.84000 7916.16| 0.75000 7068.00| 0.72000 6785.28 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0106 808-06716 1870.000 m | 2.55000 4768.50| 3.00000 5610.00| 1.80000 3366.00 LINE, REMOVE | | | 0107 808-75245 8336.000 m | 0.84000 7002.24| 0.75000 6252.00| 0.72000 6001.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0108 808-75297 47.000 m | 19.74000 927.78| 11.00000 517.00| 10.00000 470.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0109 808-75320 12.000 EACH| 61.20000 734.40| 55.00000 660.00| 50.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0110 808-75325 12.000 EACH| 66.30000 795.60| 65.00000 780.00| 60.00000 720.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1875662 |(3) 35-2040801 |FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75998 172.000 EACH| 38.45000 6613.40| 25.00000 4300.00| 37.70000 6484.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0112 401-07429 8177.000 Mg | 28.50000 233044.50| 30.00000 245310.00| 33.00000 269841.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0113 603-06045 45.000 m | 64.26000 2891.70| 39.00000 1755.00| 38.00000 1710.00 FENCE, CHAIN LINK, 1220 mm | | | 0114 802-76025 3.000 m2 | 218.40000 655.20| 335.00000 1005.00| 232.25000 696.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 202-03000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0116 211-02050 4022.000 m3 | 12.50000 50275.00| 10.00000 40220.00| 17.00000 68374.00 B BORROW | | | SECTION TOTALS | $ 4,726,449.44| $ 5,086,243.48| $ 5,361,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,726,449.44| $ 5,086,243.48| $ 5,361,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 115000.00000 115000.00| 92720.00000 92720.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 1500.00000 36000.00| 2275.00000 54600.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 279000.00000 279000.00| 317083.00000 317083.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 96000.00000 96000.00| 317083.00000 317083.00| CLEARING RIGHT OF WAY | | | 0005 202-01901 1.000 EACH| 12000.00000 12000.00| 15000.00000 15000.00| TEMPORARY CROSSOVER, REMOVE | | | 0006 202-03000 LUMP| 18000.00000 18000.00| 13400.00000 13400.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 16 | | | 0007 202-03000 LUMP| 18000.00000 18000.00| 10900.00000 10900.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 17 | | | 0008 202-03000 LUMP| 27000.00000 27000.00| 9480.00000 9480.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 18 | | | 0009 202-03000 LUMP| 27000.00000 27000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 19 | | | 0010 202-03000 LUMP| 15000.00000 15000.00| 6360.00000 6360.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 21 | | | 0011 202-03000 LUMP| 33000.00000 33000.00| 13360.00000 13360.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 22 | | | 0012 202-03000 LUMP| 33000.00000 33000.00| 10760.00000 10760.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 37 | | | 0013 202-03000 LUMP| 18000.00000 18000.00| 4870.00000 4870.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 43 | | | 0014 203-02000 500.000 m3 | 10.00000 5000.00| 15.05000 7525.00| EXCAVATION, COMMON | | | 0015 203-02055 308650.000 m3 | 4.80000 1481520.00| 5.90000 1821035.00| EMBANKMENT | | | 0016 205-03371 100.000 m3 | 17.00000 1700.00| 16.40000 1640.00| SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-06931 270.000 Mg | 30.00000 8100.00| 29.30000 7911.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 13.000 EACH| 58.00000 754.00| 55.00000 715.00| TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06936 57.100 Mg | 30.00000 1713.00| 29.40000 1678.74| TEMPORARY SEDIMENT TRAP | | | 0020 207-07498 23712.000 m2 | 3.30000 78249.60| 3.70000 87734.40| SUBGRADE TREATMENT, TYPE A | | | 0021 207-07502 5173.600 m2 | 2.55000 13192.68| 2.75000 14227.40| SUBGRADE TREATMENT, TYPE D | | | 0022 207-07503 7414.700 m2 | 2.05000 15200.14| 2.15000 15941.61| SUBGRADE TREATMENT, TYPE E | | | 0023 211-07454 3317.200 m3 | 9.00000 29854.80| 12.15000 40303.98| STRUCTURE BACKFILL | | | 0024 303-01180 29322.000 Mg | 14.25000 417838.50| 19.60000 574711.20| COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08043 100.800 m2 | 15.00000 1512.00| 11.55000 1164.24| MILLING, TRANSITION | | | 0026 401-06264 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0027 401-07320 2657.000 Mg | 36.35000 96581.95| 36.35000 96581.95| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07333 748.000 Mg | 41.65000 31154.20| 41.65000 31154.20| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0029 401-07335 3123.000 Mg | 48.60000 151777.80| 48.60000 151777.80| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0030 401-07389 2510.000 Mg | 29.55000 74170.50| 29.55000 74170.50| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0031 401-07402 1194.000 Mg | 32.10000 38327.40| 32.10000 38327.40| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07404 5253.000 Mg | 33.70000 177026.10| 33.70000 177026.10| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07406 6569.000 Mg | 26.85000 176377.65| 26.85000 176377.65| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0034 401-07409 17411.000 Mg | 26.60000 463132.60| 26.60000 463132.60| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0035 401-07423 2719.000 Mg | 28.00000 76132.00| 28.00000 76132.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 404-05511 3694.000 m2 | 2.35000 8680.90| 2.35000 8680.90| SEAL COAT, 2 | | | 0038 405-05517 45.000 Mg | 315.00000 14175.00| 315.00000 14175.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 406-05520 68.000 Mg | 210.00000 14280.00| 210.00000 14280.00| ASPHALT FOR TACK COAT | | | 0040 601-02103 171.450 m | 56.50000 9686.93| 56.50000 9686.93| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0041 601-05999 6.000 EACH| 40.02000 240.12| 40.00000 240.00| CURVED TERMINAL END | | | 0042 603-06040 4487.000 m | 13.75000 61696.25| 13.75000 61696.25| FENCE, FARM FIELD, 1190 mm | | | 0043 606-07484 6787.500 m | 1.25000 8484.38| 1.20000 8145.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0044 610-05527 2477.000 Mg | 48.00000 118896.00| 48.00000 118896.00| HMA FOR APPROACHES | | | 0045 610-07486 239.000 Mg | 83.00000 19837.00| 83.00000 19837.00| HMA FOR APPROACHES, TYPE A | | | 0046 611-06497 8.000 EACH| 171.00000 1368.00| 170.00000 1360.00| MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 2.000 EACH| 210.00000 420.00| 210.00000 420.00| MAILBOX ASSEMBLY, DOUBLE | | | 0048 615-06490 92.000 EACH| 115.00000 10580.00| 112.00000 10304.00| RIGHT OF WAY MARKER | | | 0049 615-06505 31.000 EACH| 405.00000 12555.00| 402.00000 12462.00| MONUMENT, B | | | 0050 615-06510 16.000 EACH| 370.00000 5920.00| 365.00000 5840.00| MONUMENT, C | | | 0051 616-02320 11388.100 m2 | 2.00000 22776.20| 2.10000 23915.01| GEOTEXTILES | | | 0052 616-05688 105.100 Mg | 30.00000 3153.00| 28.70000 3016.37| RIPRAP, CLASS 1 | | | 0053 616-05689 55.000 Mg | 30.00000 1650.00| 29.30000 1611.50| RIPRAP, CLASS 2 | | | 0054 616-06405 5346.100 Mg | 21.00000 112268.10| 23.00000 122960.30| RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH| 700.00000 700.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 19.400 Mg | 510.00000 9894.00| 505.00000 9797.00| FERTILIZER | | | 0057 621-06548 126.500 kg | 66.00000 8349.00| 65.00000 8222.50| SEED MIXTURE, CV | | | 0058 621-06553 3287.000 kg | 5.75000 18900.25| 5.50000 18078.50| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06557 1557.000 kg | 5.00000 7785.00| 4.80000 7473.60| SEED MIXTURE, T | | | 0060 621-06565 155.700 Mg | 400.00000 62280.00| 385.00000 59944.50| MULCHING MATERIAL | | | 0061 621-06567 343.000 kL | 1.00000 343.00| 1.00000 343.00| WATER | | | 0062 621-06574 17921.300 m2 | 4.00000 71685.20| 2.93000 52509.41| SODDING | | | 0063 621-06575 921.000 m2 | 4.00000 3684.00| 2.93000 2698.53| SODDING, NURSERY | | | 0064 715-05019 270.000 m | 190.00000 51300.00| 165.00000 44550.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0065 715-05048 10704.000 m | 9.50000 101688.00| 6.70000 71716.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05053 802.000 m | 43.00000 34486.00| 28.40000 22776.80| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05119 122.500 m | 90.00000 11025.00| 72.80000 8918.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0068 715-05128 107.500 m | 370.00000 39775.00| 283.00000 30422.50| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0069 715-05136 55.000 m | 525.00000 28875.00| 705.00000 38775.00| PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0070 715-05149 345.000 m | 55.00000 18975.00| 61.00000 21045.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 65.500 m | 45.00000 2947.50| 66.00000 4323.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05169 76.000 m | 105.00000 7980.00| 66.00000 5016.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-05171 33.500 m | 115.00000 3852.50| 78.30000 2623.05| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0074 715-05173 10.000 m | 180.00000 1800.00| 105.00000 1050.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0075 715-05248 24.500 m | 425.00000 10412.50| 784.00000 19208.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0076 715-05257 85.500 m | 500.00000 42750.00| 995.00000 85072.50| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0077 715-06004 4.000 EACH| 1240.00000 4960.00| 905.00000 3620.00| CONCRETE ANCHOR, 1200 mm | | | 0078 715-06357 2.000 EACH| 1260.00000 2520.00| 1070.00000 2140.00| CONCRETE ANCHOR, 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-07303 2.000 EACH| 1260.00000 2520.00| 1340.00000 2680.00| CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0080 715-07882 2.000 EACH| 1300.00000 2600.00| 1710.00000 3420.00| CONCRETE ANCHOR, MIN. AREA 2.3 m2 | | | 0081 715-46000 11.000 EACH| 210.00000 2310.00| 205.00000 2255.00| PIPE END SECTION, 300 mm | | | 0082 715-46005 24.000 EACH| 230.00000 5520.00| 305.00000 7320.00| PIPE END SECTION, 375 mm | | | 0083 715-46010 4.000 EACH| 240.00000 960.00| 385.00000 1540.00| PIPE END SECTION, 450 mm | | | 0084 715-46020 2.000 EACH| 360.00000 720.00| 505.00000 1010.00| PIPE END SECTION, 600 mm | | | 0085 715-46040 8.000 EACH| 670.00000 5360.00| 540.00000 4320.00| PIPE END SECTION, 900 mm | | | 0086 718-06528 73.000 EACH| 525.00000 38325.00| 500.00000 36500.00| OUTLET PROTECTOR, 1 | | | 0087 718-06532 2000.000 m | 3.10000 6200.00| 3.80000 7600.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 2055.000 m3 | 29.00000 59595.00| 34.60000 71103.00| AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 19803.000 m2 | 0.65000 12871.95| 1.45000 28714.35| GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45070 13.000 EACH| 2000.00000 26000.00| 2315.00000 30095.00| INLET, P12A | | | 0091 801-04308 17.000 EACH| 450.00000 7650.00| 390.00000 6630.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06199 4.000 EACH| 270.00000 1080.00| 350.00000 1400.00| ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0093 801-06625 19.000 EACH| 125.00000 2375.00| 175.00000 3325.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 37.000 EACH| 250.00000 9250.00| 300.00000 11100.00| CONSTRUCTION SIGN, A | | | 0095 801-06645 4.000 EACH| 105.00000 420.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0096 801-06775 LUMP| 20000.00000 20000.00| 92100.00000 92100.00| MAINTAINING TRAFFIC | | | 0097 801-07118 110.000 m | 50.00000 5500.00| 50.00000 5500.00| BARRICADE, III-A | | | 0098 801-07119 40.000 m | 55.00000 2200.00| 65.00000 2600.00| BARRICADE, III-B | | | 0099 801-07120 90.000 m | 80.00000 7200.00| 90.00000 8100.00| BARRICADE, III, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 802-05702 79.400 m | 37.00000 2937.80| 36.60000 2906.04| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0101 802-76035 17.700 m2 | 197.00000 3486.90| 195.45000 3459.47| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 802-99058 20.000 EACH| 100.00000 2000.00| 95.00000 1900.00| SHEET SIGN, INSTALL | | | 0103 804-06771 67.000 EACH| 24.50000 1641.50| 24.00000 1608.00| DELINEATOR POST, FLEXIBLE | | | 0104 808-06702 1040.000 m | 1.05000 1092.00| 0.80000 832.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0105 808-06703 9424.000 m | 0.82000 7727.68| 0.72000 6785.28| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0106 808-06716 1870.000 m | 0.89000 1664.30| 2.45000 4581.50| LINE, REMOVE | | | 0107 808-75245 8336.000 m | 0.82000 6835.52| 0.72000 6001.92| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0108 808-75297 47.000 m | 15.50000 728.50| 10.00000 470.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0109 808-75320 12.000 EACH| 59.00000 708.00| 50.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0110 808-75325 12.000 EACH| 83.00000 996.00| 60.00000 720.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0111 808-75998 172.000 EACH| 24.00000 4128.00| 34.00000 5848.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0112 401-07429 8177.000 Mg | 28.50000 233044.50| 28.50000 233044.50| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0113 603-06045 45.000 m | 38.50000 1732.50| 38.00000 1710.00| FENCE, CHAIN LINK, 1220 mm | | | 0114 802-76025 3.000 m2 | 235.00000 705.00| 232.25000 696.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 202-03000 LUMP| 21000.00000 21000.00| 9280.00000 9280.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,603,177.29 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : R -27084-A COUNTIES : SPENCER LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1057095 | |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 211-02050 4022.000 m3 | 10.00000 40220.00| 12.25000 49269.50| B BORROW | | | SECTION TOTALS | $ 5,595,253.90| $ 6,353,109.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,595,253.90| $ 6,353,109.03| ====================================================================================================================================