INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 140 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1051016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 695,200.68 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 698,364.57 100.4551% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 743,000.00 106.8756% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 743,894.28 107.0042% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 772,946.75 111.1832% 6 35-1134435 FOERTSCH CONSTRUCTION $ 801,466.65 115.2856% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 905,859.45 130.3018% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-2040801 |RAGLE, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 750.00000 15000.00| 885.00000 17700.00| 1400.00000 28000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 35000.00000 35000.00| 34900.00000 34900.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 7000.00000 7000.00| 6950.00000 6950.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 2962.000 m3 | 9.00000 26658.00| 13.00000 38506.00| 9.50000 28139.00 EXCAVATION, COMMON | | | 0008 203-51223 3924.000 m3 | 9.00000 35316.00| 10.25000 40221.00| 10.00000 39240.00 EXCAVATION, WATERWAY | | | 0009 205-03371 151.200 m3 | 6.00000 907.20| 8.75000 1323.00| 32.00000 4838.40 SEDIMENT REMOVE | | | 0010 205-06931 54.480 Mg | 25.00000 1362.00| 48.00000 2615.04| 22.00000 1198.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 87.840 Mg | 25.00000 2196.00| 45.00000 3952.80| 22.00000 1932.48 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 254.000 m | 4.00000 1016.00| 4.75000 1206.50| 4.75000 1206.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-2040801 |RAGLE, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51220 109.800 m3 | 50.00000 5490.00| 28.00000 3074.40| 30.00000 3294.00 EXCAVATION, WET | | | 0014 207-07502 1447.000 m2 | 3.00000 4341.00| 6.75000 9767.25| 5.50000 7958.50 SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 55.800 m3 | 45.00000 2511.00| 45.00000 2511.00| 70.00000 3906.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 15.400 m3 | 16.00000 246.40| 94.00000 1447.60| 60.00000 924.00 STRUCTURE BACKFILL | | | 0017 301-07448 676.100 Mg | 19.00000 12845.90| 19.00000 12845.90| 16.00000 10817.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 402-07432 127.100 Mg | 59.00000 7498.90| 59.00000 7498.90| 50.00000 6355.00 HMA SURFACE, TYPE A | | | 0019 402-07435 214.800 Mg | 57.00000 12243.60| 57.00000 12243.60| 47.00000 10095.60 HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 953.600 Mg | 39.00000 37190.40| 39.00000 37190.40| 46.00000 43865.60 HMA BASE, TYPE A | | | 0021 404-05511 895.400 m2 | 3.50000 3133.90| 3.50000 3133.90| 5.00000 4477.00 SEAL COAT, 2 | | | 0022 405-05517 1.410 Mg | 285.00000 401.85| 285.00000 401.85| 650.00000 916.50 ASPHALT FOR PRIME COAT | | | 0023 406-05520 0.800 Mg | 220.00000 176.00| 220.00000 176.00| 350.00000 280.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1460.00000 5840.00| 1460.00000 5840.00| 1460.00000 5840.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-94689 4.000 EACH| 2195.00000 8780.00| 2500.00000 10000.00| 2195.00000 8780.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 76.200 m | 42.50000 3238.50| 42.50000 3238.50| 42.50000 3238.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 8.000 EACH| 6.00000 48.00| 9.00000 72.00| 7.00000 56.00 BARRIER DELINEATOR | | | 0028 609-06259 140.400 m2 | 65.00000 9126.00| 84.00000 11793.60| 80.00000 11232.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 1390.000 m2 | 1.80000 2502.00| 1.75000 2432.50| 2.00000 2780.00 GEOTEXTILES | | | 0030 616-06405 881.000 Mg | 20.00000 17620.00| 24.50000 21584.50| 18.00000 15858.00 RIPRAP, REVETMENT | | | 0031 616-06451 122.200 Mg | 20.00000 2444.00| 45.00000 5499.00| 22.00000 2688.40 RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH| 635.00000 1270.00| 635.00000 1270.00| 635.00000 1270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-2040801 |RAGLE, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06545 0.760 Mg | 635.00000 482.60| 635.00000 482.60| 635.00000 482.60 FERTILIZER | | | 0034 621-06553 129.200 kg | 7.85000 1014.22| 7.85000 1014.22| 7.85000 1014.22 SEED MIXTURE, R | | | 0035 621-06557 112.200 kg | 5.80000 650.76| 5.80000 650.76| 5.80000 650.76 SEED MIXTURE, T | | | 0036 621-06565 6.120 Mg | 555.00000 3396.60| 555.00000 3396.60| 555.00000 3396.60 MULCHING MATERIAL | | | 0037 621-06567 104.500 kL | 8.00000 836.00| 8.00000 836.00| 8.00000 836.00 WATER | | | 0038 621-06574 645.000 m2 | 3.70000 2386.50| 3.70000 2386.50| 3.70000 2386.50 SODDING | | | 0039 622-52436 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 31.00000 124.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 260.000 EACH| 8.90000 2314.00| 8.90000 2314.00| 8.90000 2314.00 SEEDLING | | | 0041 701-07697 274.000 m | 100.00000 27400.00| 109.00000 29866.00| 110.00000 30140.00 PILE, STEEL, H, HP 250 X 85 | | | 0042 701-91792 24.000 EACH| 250.00000 6000.00| 90.00000 2160.00| 150.00000 3600.00 PILE TIP, STEEL H | | | 0043 702-51005 122.000 m3 | 600.00000 73200.00| 450.00000 54900.00| 450.00000 54900.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 703-51032 37960.000 kg | 1.75000 66430.00| 1.83000 69466.80| 1.90000 72124.00 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 183.700 m3 | 600.00000 110220.00| 525.00000 96442.50| 750.00000 137775.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 950.00000 3800.00| 725.00000 2900.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 16.600 m3 | 460.00000 7636.00| 650.00000 10790.00| 500.00000 8300.00 CONCRETE, C, RAILING | | | 0048 707-01065 LUMP| 55000.00000 55000.00| 59000.00000 59000.00| 73710.98000 73710.98 POST-TENSIONING | | | 0049 709-51821 LUMP| 2920.00000 2920.00| 3600.00000 3600.00| 3680.00000 3680.00 SURFACE SEAL | | | 0050 715-05171 81.000 m | 85.00000 6885.00| 112.00000 9072.00| 85.00000 6885.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0051 715-05407 36.000 m | 15.00000 540.00| 16.00000 576.00| 35.00000 1260.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-46010 8.000 EACH| 200.00000 1600.00| 435.00000 3480.00| 400.00000 3200.00 PIPE END SECTION, 450 mm | | | 0053 715-91361 4.800 m | 40.00000 192.00| 175.00000 840.00| 200.00000 960.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-2040801 |RAGLE, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-04308 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 420.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 36.000 EACH| 98.00000 3528.00| 98.00000 3528.00| 102.00000 3672.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 20.000 EACH| 250.00000 5000.00| 250.00000 5000.00| 260.00000 5200.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 2500.00000 2500.00| 1901.00000 1901.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 21.600 m | 40.00000 864.00| 40.00000 864.00| 42.00000 907.20 BARRICADE, III-A | | | 0059 801-07119 10.800 m | 66.66000 719.93| 66.66000 719.93| 70.00000 756.00 BARRICADE, III-B | | | 0060 802-05701 9.500 m | 41.00000 389.50| 41.00000 389.50| 41.00000 389.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-76035 1.000 m2 | 255.00000 255.00| 255.00000 255.00| 255.00000 255.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 804-06771 12.000 EACH| 28.00000 336.00| 28.00000 336.00| 28.00000 336.00 DELINEATOR POST, FLEXIBLE | | | 0063 808-03631 642.000 m | 2.13000 1367.46| 2.13000 1367.46| 2.25000 1444.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0064 808-03632 642.000 m | 2.13000 1367.46| 2.13000 1367.46| 2.25000 1444.50 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0065 808-75998 27.000 EACH| 55.00000 1485.00| 55.00000 1485.00| 58.00000 1566.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 202-02286 1.000 EACH| 35000.00000 35000.00| 17500.00000 17500.00| 14000.00000 14000.00 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 695,200.68| $ 698,364.57| $ 743,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,200.68| $ 698,364.57| $ 743,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 14750.00000 14750.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 1265.00000 25300.00| 1100.00000 22000.00| 1250.00000 25000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 37000.00000 37000.00| 36750.00000 36750.00| 39500.00000 39500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 4200.00000 4200.00| 3250.00000 3250.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 2962.000 m3 | 8.60000 25473.20| 12.50000 37025.00| 8.50000 25177.00 EXCAVATION, COMMON | | | 0008 203-51223 3924.000 m3 | 8.30000 32569.20| 15.00000 58860.00| 8.50000 33354.00 EXCAVATION, WATERWAY | | | 0009 205-03371 151.200 m3 | 12.30000 1859.76| 20.00000 3024.00| 10.19000 1540.73 SEDIMENT REMOVE | | | 0010 205-06931 54.480 Mg | 38.00000 2070.24| 25.00000 1362.00| 88.20000 4805.14 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 87.840 Mg | 38.00000 3337.92| 15.00000 1317.60| 12.25000 1076.04 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 254.000 m | 7.20000 1828.80| 6.00000 1524.00| 6.00000 1524.00 TEMPORARY SILT FENCE | | | 0013 206-51220 109.800 m3 | 14.20000 1559.16| 100.00000 10980.00| 20.00000 2196.00 EXCAVATION, WET | | | 0014 207-07502 1447.000 m2 | 13.55000 19606.85| 7.75000 11214.25| 2.86000 4138.42 SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 55.800 m3 | 32.00000 1785.60| 27.50000 1534.50| 25.00000 1395.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 15.400 m3 | 34.00000 523.60| 27.50000 423.50| 30.00000 462.00 STRUCTURE BACKFILL | | | 0017 301-07448 676.100 Mg | 20.30000 13724.83| 20.00000 13522.00| 19.00000 12845.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 402-07432 127.100 Mg | 62.60000 7956.46| 64.00000 8134.40| 61.95000 7873.85 HMA SURFACE, TYPE A | | | 0019 402-07435 214.800 Mg | 60.40000 12973.92| 62.00000 13317.60| 59.85000 12855.78 HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 953.600 Mg | 40.90000 39002.24| 42.50000 40528.00| 40.95000 39049.92 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 895.400 m2 | 3.50000 3133.90| 4.00000 3581.60| 3.68000 3295.07 SEAL COAT, 2 | | | 0022 405-05517 1.410 Mg | 300.00000 423.00| 10.00000 14.10| 299.25000 421.94 ASPHALT FOR PRIME COAT | | | 0023 406-05520 0.800 Mg | 250.00000 200.00| 220.00000 176.00| 231.00000 184.80 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1320.00000 5280.00| 1300.00000 5200.00| 1312.50000 5250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-94689 4.000 EACH| 2750.00000 11000.00| 2750.00000 11000.00| 2724.75000 10899.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 76.200 m | 69.30000 5280.66| 67.50000 5143.50| 68.72000 5236.46 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 8.000 EACH| 14.00000 112.00| 8.00000 64.00| 7.50000 60.00 BARRIER DELINEATOR | | | 0028 609-06259 140.400 m2 | 73.00000 10249.20| 70.00000 9828.00| 85.00000 11934.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 1390.000 m2 | 2.10000 2919.00| 3.00000 4170.00| 2.69000 3739.10 GEOTEXTILES | | | 0030 616-06405 881.000 Mg | 26.80000 23610.80| 18.50000 16298.50| 21.00000 18501.00 RIPRAP, REVETMENT | | | 0031 616-06451 122.200 Mg | 26.80000 3274.96| 18.50000 2260.70| 38.59000 4715.70 RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.760 Mg | 650.00000 494.00| 700.00000 532.00| 600.00000 456.00 FERTILIZER | | | 0034 621-06553 129.200 kg | 8.30000 1072.36| 10.00000 1292.00| 15.75000 2034.90 SEED MIXTURE, R | | | 0035 621-06557 112.200 kg | 6.20000 695.64| 6.00000 673.20| 11.00000 1234.20 SEED MIXTURE, T | | | 0036 621-06565 6.120 Mg | 590.00000 3610.80| 575.00000 3519.00| 500.00000 3060.00 MULCHING MATERIAL | | | 0037 621-06567 104.500 kL | 8.00000 836.00| 1.00000 104.50| 1.00000 104.50 WATER | | | 0038 621-06574 645.000 m2 | 3.90000 2515.50| 5.00000 3225.00| 5.00000 3225.00 SODDING | | | 0039 622-52436 4.000 EACH| 32.00000 128.00| 32.00000 128.00| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 260.000 EACH| 9.40000 2444.00| 9.50000 2470.00| 13.50000 3510.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-07697 274.000 m | 109.00000 29866.00| 120.00000 32880.00| 267.50000 73295.00 PILE, STEEL, H, HP 250 X 85 | | | 0042 701-91792 24.000 EACH| 132.00000 3168.00| 100.00000 2400.00| 100.00000 2400.00 PILE TIP, STEEL H | | | 0043 702-51005 122.000 m3 | 527.00000 64294.00| 450.00000 54900.00| 621.30000 75798.60 CONCRETE, A, SUBSTRUCTURE | | | 0044 703-51032 37960.000 kg | 1.96000 74401.60| 1.78000 67568.80| 1.75000 66430.00 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 183.700 m3 | 587.00000 107831.90| 615.00000 112975.50| 600.00000 110220.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1440.00000 5760.00| 1200.00000 4800.00| 1260.00000 5040.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 16.600 m3 | 532.00000 8831.20| 475.00000 7885.00| 552.00000 9163.20 CONCRETE, C, RAILING | | | 0048 707-01065 LUMP| 58765.00000 58765.00| 75000.00000 75000.00| 83000.00000 83000.00 POST-TENSIONING | | | 0049 709-51821 LUMP| 3900.00000 3900.00| 3750.00000 3750.00| 3676.07000 3676.07 SURFACE SEAL | | | 0050 715-05171 81.000 m | 122.00000 9882.00| 110.00000 8910.00| 80.00000 6480.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0051 715-05407 36.000 m | 27.00000 972.00| 15.00000 540.00| 20.00000 720.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-46010 8.000 EACH| 375.00000 3000.00| 305.00000 2440.00| 275.00000 2200.00 PIPE END SECTION, 450 mm | | | 0053 715-91361 4.800 m | 32.00000 153.60| 75.00000 360.00| 185.00000 888.00 PIPE, PVC, 150 mm | | | 0054 801-04308 5.000 EACH| 415.00000 2075.00| 450.00000 2250.00| 414.75000 2073.75 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 36.000 EACH| 105.00000 3780.00| 100.00000 3600.00| 99.75000 3591.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 20.000 EACH| 150.00000 3000.00| 175.00000 3500.00| 147.00000 2940.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 13000.00000 13000.00| 6500.00000 6500.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 21.600 m | 59.00000 1274.40| 60.00000 1296.00| 58.38000 1261.01 BARRICADE, III-A | | | 0059 801-07119 10.800 m | 73.60000 794.88| 70.00000 756.00| 72.92000 787.54 BARRICADE, III-B | | | 0060 802-05701 9.500 m | 34.60000 328.70| 35.00000 332.50| 34.30000 325.85 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-76035 1.000 m2 | 255.00000 255.00| 250.00000 250.00| 247.43000 247.43 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 804-06771 12.000 EACH| 32.80000 393.60| 35.00000 420.00| 32.55000 390.60 DELINEATOR POST, FLEXIBLE | | | 0063 808-03631 642.000 m | 3.70000 2375.40| 3.50000 2247.00| 3.60000 2311.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0064 808-03632 642.000 m | 3.70000 2375.40| 3.50000 2247.00| 3.60000 2311.20 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0065 808-75998 27.000 EACH| 69.00000 1863.00| 70.00000 1890.00| 68.25000 1842.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 202-02286 1.000 EACH| 17350.00000 17350.00| 30000.00000 30000.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 743,894.28| $ 772,946.75| $ 801,466.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 743,894.28| $ 772,946.75| $ 801,466.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16000.00000 16000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 800.00000 16000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 45000.00000 45000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0007 203-02000 2962.000 m3 | 9.00000 26658.00| | EXCAVATION, COMMON | | | 0008 203-51223 3924.000 m3 | 9.00000 35316.00| | EXCAVATION, WATERWAY | | | 0009 205-03371 151.200 m3 | 20.00000 3024.00| | SEDIMENT REMOVE | | | 0010 205-06931 54.480 Mg | 50.00000 2724.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 87.840 Mg | 50.00000 4392.00| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 254.000 m | 5.00000 1270.00| | TEMPORARY SILT FENCE | | | 0013 206-51220 109.800 m3 | 550.00000 60390.00| | EXCAVATION, WET | | | 0014 207-07502 1447.000 m2 | 14.00000 20258.00| | SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 55.800 m3 | 60.00000 3348.00| | AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 15.400 m3 | 50.00000 770.00| | STRUCTURE BACKFILL | | | 0017 301-07448 676.100 Mg | 20.00000 13522.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 402-07432 127.100 Mg | 61.00000 7753.10| | HMA SURFACE, TYPE A | | | 0019 402-07435 214.800 Mg | 59.00000 12673.20| | HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 953.600 Mg | 41.00000 39097.60| | HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 895.400 m2 | 3.75000 3357.75| | SEAL COAT, 2 | | | 0022 405-05517 1.410 Mg | 300.00000 423.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 0.800 Mg | 235.00000 188.00| | ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-94689 4.000 EACH| 2700.00000 10800.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 76.200 m | 70.00000 5334.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 8.000 EACH| 9.00000 72.00| | BARRIER DELINEATOR | | | 0028 609-06259 140.400 m2 | 70.00000 9828.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 1390.000 m2 | 2.25000 3127.50| | GEOTEXTILES | | | 0030 616-06405 881.000 Mg | 25.00000 22025.00| | RIPRAP, REVETMENT | | | 0031 616-06451 122.200 Mg | 25.00000 3055.00| | RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.760 Mg | 700.00000 532.00| | FERTILIZER | | | 0034 621-06553 129.200 kg | 8.00000 1033.60| | SEED MIXTURE, R | | | 0035 621-06557 112.200 kg | 6.00000 673.20| | SEED MIXTURE, T | | | 0036 621-06565 6.120 Mg | 600.00000 3672.00| | MULCHING MATERIAL | | | 0037 621-06567 104.500 kL | 8.00000 836.00| | WATER | | | 0038 621-06574 645.000 m2 | 4.00000 2580.00| | SODDING | | | 0039 622-52436 4.000 EACH| 33.00000 132.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 260.000 EACH| 9.00000 2340.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-07697 274.000 m | 150.00000 41100.00| | PILE, STEEL, H, HP 250 X 85 | | | 0042 701-91792 24.000 EACH| 100.00000 2400.00| | PILE TIP, STEEL H | | | 0043 702-51005 122.000 m3 | 800.00000 97600.00| | CONCRETE, A, SUBSTRUCTURE | | | 0044 703-51032 37960.000 kg | 2.00000 75920.00| | REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 183.700 m3 | 750.00000 137775.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 16.600 m3 | 550.00000 9130.00| | CONCRETE, C, RAILING | | | 0048 707-01065 LUMP| 70000.00000 70000.00| | POST-TENSIONING | | | 0049 709-51821 LUMP| 3600.00000 3600.00| | SURFACE SEAL | | | 0050 715-05171 81.000 m | 135.00000 10935.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0051 715-05407 36.000 m | 50.00000 1800.00| | PIPE, END BENT DRAIN, 150 mm | | | 0052 715-46010 8.000 EACH| 400.00000 3200.00| | PIPE END SECTION, 450 mm | | | 0053 715-91361 4.800 m | 165.00000 792.00| | PIPE, PVC, 150 mm | | | 0054 801-04308 5.000 EACH| 450.00000 2250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 36.000 EACH| 100.00000 3600.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 20.000 EACH| 150.00000 3000.00| | CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 5300.00000 5300.00| | MAINTAINING TRAFFIC | | | 0058 801-07118 21.600 m | 60.00000 1296.00| | BARRICADE, III-A | | | 0059 801-07119 10.800 m | 75.00000 810.00| | BARRICADE, III-B | | | 0060 802-05701 9.500 m | 35.00000 332.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 441 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 795,561.13 ROUTE : SR 145 CALL ORDER : 441 CONTRACT ID : B -26858-A COUNTIES : PERRY LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-76035 1.000 m2 | 250.00000 250.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 804-06771 12.000 EACH| 35.00000 420.00| | DELINEATOR POST, FLEXIBLE | | | 0063 808-03631 642.000 m | 3.00000 1926.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0064 808-03632 642.000 m | 3.00000 1926.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0065 808-75998 27.000 EACH| 70.00000 1890.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 202-02286 1.000 EACH| 30000.00000 30000.00| | PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 905,859.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 905,859.45| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/17/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1821011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 483,842.31 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 499,331.26 103.2012% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 562,107.61 116.1757% 4 35-1523985 WIRTZ & YATES, INC. $ 589,243.00 121.7840% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 589,440.30 121.8248% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 7138.97000 7138.97| 6500.00000 6500.00| 833.23000 833.23 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 2300.00000 11500.00| 2036.12000 10180.60 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 27823.23000 27823.23 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 1106.21000 1106.21 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH| 8000.00000 8000.00| 28000.00000 28000.00| 54115.05000 54115.05 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2179.000 CYS | 12.95000 28218.05| 8.50000 18521.50| 12.31000 26823.49 EXCAVATION, COMMON | | | 0009 205-06932 128.000 LFT | 8.54000 1093.12| 5.00000 640.00| 8.54000 1093.12 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06936 98.000 TON | 61.80000 6056.40| 35.00000 3430.00| 6.55000 641.90 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 1020.000 LFT | 1.46000 1489.20| 2.25000 2295.00| 1.46000 1489.20 TEMPORARY SILT FENCE | | | 0012 207-07499 3100.000 SYS | 4.40000 13640.00| 5.00000 15500.00| 7.23000 22413.00 SUBGRADE TREATMENT, TYPE B | | | 0013 211-04474 326.000 SYS | 0.66000 215.16| 3.20000 1043.20| 2.35000 766.10 POLYETHYLENE FILM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 1060.000 TON | 15.34000 16260.40| 15.00000 15900.00| 14.41000 15274.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 27.200 CYS | 33.13000 901.14| 37.00000 1006.40| 60.77000 1652.94 DENSE GRADED SUBBASE | | | 0016 306-08043 255.000 SYS | 8.43000 2149.65| 9.00000 2295.00| 11.85000 3021.75 MILLING, TRANSITION | | | 0017 401-07321 376.000 TON | 45.00000 16920.00| 56.00000 21056.00| 45.00000 16920.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07390 435.000 TON | 43.00000 18705.00| 52.00000 22620.00| 43.00000 18705.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0019 401-07407 1910.000 TON | 35.20000 67232.00| 38.00000 72580.00| 35.20000 67232.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0020 405-05518 1200.000 SYS | 0.01000 12.00| 0.15000 180.00| 0.01000 12.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 2.000 TON | 175.00000 350.00| 225.00000 450.00| 175.00000 350.00 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1650.00000 6600.00| 1775.00000 7100.00| 1650.00000 6600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01701 1.000 EACH| 1610.00000 1610.00| 1722.00000 1722.00| 1610.00000 1610.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-94689 3.000 EACH| 2125.00000 6375.00| 2500.00000 7500.00| 2125.00000 6375.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1025.00000 1025.00| 1200.00000 1200.00| 1025.00000 1025.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 425.000 LFT | 15.00000 6375.00| 17.00000 7225.00| 15.00000 6375.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06729 6.000 EACH| 5.05000 30.30| 8.00000 48.00| 57.63000 345.78 BARRIER DELINEATOR | | | 0028 609-06259 162.800 SYS | 62.85000 10231.98| 47.50000 7733.00| 78.15000 12722.82 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 900.000 SYS | 1.90000 1710.00| 2.50000 2250.00| 3.27000 2943.00 GEOTEXTILES | | | 0030 616-06405 590.000 TON | 30.76000 18148.40| 22.00000 12980.00| 28.35000 16726.50 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 325.00000 325.00| 700.00000 700.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01743 87.000 LBS | 3.28000 285.36| 5.00000 435.00| 3.28000 285.36 SEED MIXTURE, GRASS, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02468 250.000 LBS | 2.85000 712.50| 4.58000 1145.00| 2.85000 712.50 SEED MIXTURE, GRASS, 1 | | | 0034 621-06545 0.830 TON | 566.00000 469.78| 550.00000 456.50| 566.00000 469.78 FERTILIZER | | | 0035 621-06548 13.000 LBS | 25.00000 325.00| 62.00000 806.00| 25.00000 325.00 SEED MIXTURE, CV | | | 0036 621-06553 220.000 LBS | 2.98000 655.60| 7.25000 1595.00| 2.98000 655.60 SEED MIXTURE, R | | | 0037 621-06565 4.200 TON | 432.00000 1814.40| 550.00000 2310.00| 432.00000 1814.40 MULCHING MATERIAL | | | 0038 621-06574 36.000 SYS | 26.50000 954.00| 35.00000 1260.00| 26.50000 954.00 SODDING | | | 0039 621-52448 4.000 EACH| 25.00000 100.00| 35.00000 140.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0040 701-96089 624.000 LFT | 50.00000 31200.00| 35.00000 21840.00| 38.23000 23855.52 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0041 703-51032 30430.000 LBS | 0.92000 27995.60| 0.67000 20388.10| 0.94000 28604.20 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 105.200 CYS | 410.65000 43200.38| 425.00000 44710.00| 740.51000 77901.65 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1683.09000 6732.36| 1850.00000 7400.00| 1667.72000 6670.88 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 13.600 CYS | 490.44000 6669.98| 485.00000 6596.00| 1235.72000 16805.79 CONCRETE, C, RAILING | | | 0045 707-05979 1380.000 SFT | 50.00000 69000.00| 53.00000 73140.00| 42.07000 58056.60 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0046 709-51821 LUMP| 1598.40000 1598.40| 2800.00000 2800.00| 1598.40000 1598.40 SURFACE SEAL | | | 0047 715-05169 108.000 LFT | 19.32000 2086.56| 15.22000 1643.76| 37.45000 4044.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-05407 120.000 LFT | 9.68000 1161.60| 8.00000 960.00| 21.52000 2582.40 PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-46005 4.000 EACH| 291.88000 1167.52| 225.00000 900.00| 621.12000 2484.48 PIPE END SECTION, 15 IN. | | | 0050 732-07653 34.000 TON | 23.15000 787.10| 25.00000 850.00| 30.05000 1021.70 COARSE AGGREGATE, NO. 8 | | | 0051 801-04308 4.000 EACH| 180.00000 720.00| 155.00000 620.00| 120.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 29.000 EACH| 66.00000 1914.00| 78.00000 2262.00| 65.00000 1885.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 42.000 EACH| 74.00000 3108.00| 62.00000 2604.00| 55.00000 2310.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 30.00000 60.00| 50.00000 100.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 600.00000 600.00| 3200.00000 3200.00| 606.23000 606.23 MAINTAINING TRAFFIC | | | 0056 801-07118 96.000 LFT | 5.00000 480.00| 9.00000 864.00| 6.75000 648.00 BARRICADE, III-A | | | 0057 801-07119 48.000 LFT | 6.00000 288.00| 9.25000 444.00| 6.75000 324.00 BARRICADE, III-B | | | 0058 808-06712 340.000 LFT | 0.31000 105.40| 0.62000 210.80| 0.45000 153.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0059 808-06713 2700.000 LFT | 0.31000 837.00| 0.62000 1674.00| 0.45000 1215.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 483,842.31| $ 499,331.26| $ 562,107.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,842.31| $ 499,331.26| $ 562,107.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1817530 | |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 1500.00000 7500.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 29000.00000 29000.00| 29400.00000 29400.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 6000.00000 6000.00| 14000.00000 14000.00| CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH| 40000.00000 40000.00| 29000.00000 29000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2179.000 CYS | 10.00000 21790.00| 12.50000 27237.50| EXCAVATION, COMMON | | | 0009 205-06932 128.000 LFT | 10.00000 1280.00| 8.54000 1093.12| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06936 98.000 TON | 40.00000 3920.00| 38.00000 3724.00| TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 1020.000 LFT | 2.00000 2040.00| 1.46000 1489.20| TEMPORARY SILT FENCE | | | 0012 207-07499 3100.000 SYS | 8.00000 24800.00| 18.00000 55800.00| SUBGRADE TREATMENT, TYPE B | | | 0013 211-04474 326.000 SYS | 4.00000 1304.00| 0.24000 78.24| POLYETHYLENE FILM | | | 0014 301-07448 1060.000 TON | 13.00000 13780.00| 11.00000 11660.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 27.200 CYS | 30.00000 816.00| 31.00000 843.20| DENSE GRADED SUBBASE | | | 0016 306-08043 255.000 SYS | 10.00000 2550.00| 14.00000 3570.00| MILLING, TRANSITION | | | 0017 401-07321 376.000 TON | 52.00000 19552.00| 45.00000 16920.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07390 435.000 TON | 49.45000 21510.75| 43.00000 18705.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0019 401-07407 1910.000 TON | 42.56000 81289.60| 35.20000 67232.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0020 405-05518 1200.000 SYS | 0.12000 144.00| 0.01000 12.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1817530 | |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 2.000 TON | 400.00000 800.00| 175.00000 350.00| ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1850.00000 7400.00| 1650.00000 6600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01701 1.000 EACH| 1803.00000 1803.00| 1610.00000 1610.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-94689 3.000 EACH| 2380.00000 7140.00| 2125.00000 6375.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1148.00000 1148.00| 1025.00000 1025.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 425.000 LFT | 17.25000 7331.25| 15.00000 6375.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06729 6.000 EACH| 20.00000 120.00| 4.95000 29.70| BARRIER DELINEATOR | | | 0028 609-06259 162.800 SYS | 50.00000 8140.00| 60.00000 9768.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 900.000 SYS | 4.00000 3600.00| 3.00000 2700.00| GEOTEXTILES | | | 0030 616-06405 590.000 TON | 27.00000 15930.00| 28.00000 16520.00| RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 500.00000 500.00| 325.00000 325.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01743 87.000 LBS | 4.00000 348.00| 3.28000 285.36| SEED MIXTURE, GRASS, 2 | | | 0033 621-02468 250.000 LBS | 3.28000 820.00| 2.85000 712.50| SEED MIXTURE, GRASS, 1 | | | 0034 621-06545 0.830 TON | 600.00000 498.00| 566.00000 469.78| FERTILIZER | | | 0035 621-06548 13.000 LBS | 35.00000 455.00| 25.00000 325.00| SEED MIXTURE, CV | | | 0036 621-06553 220.000 LBS | 32.00000 7040.00| 2.98000 655.60| SEED MIXTURE, R | | | 0037 621-06565 4.200 TON | 600.00000 2520.00| 432.00000 1814.40| MULCHING MATERIAL | | | 0038 621-06574 36.000 SYS | 30.00000 1080.00| 26.50000 954.00| SODDING | | | 0039 621-52448 4.000 EACH| 28.00000 112.00| 50.00000 200.00| SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1817530 | |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-96089 624.000 LFT | 47.00000 29328.00| 53.00000 33072.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0041 703-51032 30430.000 LBS | 1.00000 30430.00| 1.00000 30430.00| REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 105.200 CYS | 600.00000 63120.00| 720.00000 75744.00| CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1700.00000 6800.00| 1900.00000 7600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 13.600 CYS | 700.00000 9520.00| 660.00000 8976.00| CONCRETE, C, RAILING | | | 0045 707-05979 1380.000 SFT | 51.45000 71001.00| 46.00000 63480.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0046 709-51821 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| SURFACE SEAL | | | 0047 715-05169 108.000 LFT | 20.00000 2160.00| 22.00000 2376.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-05407 120.000 LFT | 10.00000 1200.00| 6.24000 748.80| PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-46005 4.000 EACH| 150.00000 600.00| 265.00000 1060.00| PIPE END SECTION, 15 IN. | | | 0050 732-07653 34.000 TON | 20.00000 680.00| 20.25000 688.50| COARSE AGGREGATE, NO. 8 | | | 0051 801-04308 4.000 EACH| 360.00000 1440.00| 180.00000 720.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 29.000 EACH| 130.00000 3770.00| 66.00000 1914.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 42.000 EACH| 140.00000 5880.00| 74.00000 3108.00| CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 50.00000 100.00| 30.00000 60.00| CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0056 801-07118 96.000 LFT | 7.00000 672.00| 15.00000 1440.00| BARRICADE, III-A | | | 0057 801-07119 48.000 LFT | 8.00000 384.00| 15.00000 720.00| BARRICADE, III-B | | | 0058 808-06712 340.000 LFT | 0.36000 122.40| 0.31000 105.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0059 808-06713 2700.000 LFT | 0.36000 972.00| 0.31000 837.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 451 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,895.53 ROUTE : SR 14 CALL ORDER : 451 CONTRACT ID : B -27502-A COUNTIES : PULASKI LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1817530 | |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 589,243.00| $ 589,440.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,243.00| $ 589,440.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,039.36 ROUTE : SR 5 CALL ORDER : 471 CONTRACT ID : B -27563-A COUNTIES : HUNTINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4335007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 512,762.37 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 563,033.49 109.8039% 3 35-1489621 HRP CONSTRUCTION, INC. $ 634,731.30 123.7866% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-0997978 |(3) 35-1489621 |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 5800.00000 5800.00| 5800.00000 5800.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1900.00000 11400.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 25000.00000 25000.00| 27830.00000 27830.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP| 2000.00000 2000.00| 5175.00000 5175.00| 3500.00000 3500.00 CLEARING AND GRUBBING | | | 0007 201-52370 LUMP| 5000.00000 5000.00| 5600.00000 5600.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0008 202-01000 LUMP| 2000.00000 2000.00| 100.00000 100.00| 1500.00000 1500.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0009 202-02240 245.000 SYS | 10.00000 2450.00| 13.50000 3307.50| 8.00000 1960.00 PAVEMENT REMOVAL | | | 0010 202-02241 50.000 LFT | 2.50000 125.00| 2.50000 125.00| 60.00000 3000.00 GUARDRAIL, REMOVE | | | 0011 202-04089 4.000 EACH| 35.00000 140.00| 30.00000 120.00| 61.00000 244.00 SIGN, SHEET, REMOVE | | | 0012 202-51330 LUMP| 31000.00000 31000.00| 15000.00000 15000.00| 61700.00000 61700.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 5200.000 CYS | 8.00000 41600.00| 8.00000 41600.00| 6.00000 31200.00 EXCAVATION, COMMON | | | 0015 205-06932 58.000 LFT | 9.95000 577.10| 9.95000 577.10| 10.00000 580.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,039.36 ROUTE : SR 5 CALL ORDER : 471 CONTRACT ID : B -27563-A COUNTIES : HUNTINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-0997978 |(3) 35-1489621 |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 207-07502 1095.000 SYS | 10.00000 10950.00| 14.00000 15330.00| 3.00000 3285.00 SUBGRADE TREATMENT, TYPE D | | | 0017 211-07454 400.000 CYS | 35.00000 14000.00| 24.00000 9600.00| 8.00000 3200.00 STRUCTURE BACKFILL | | | 0018 213-04324 300.000 CYS | 63.00000 18900.00| 90.00000 27000.00| 95.00000 28500.00 FLOWABLE FILL | | | 0019 301-07448 654.000 TON | 13.00000 8502.00| 18.00000 11772.00| 23.00000 15042.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 317.000 SYS | 16.00000 5072.00| 7.00000 2219.00| 6.00000 1902.00 MILLING, TRANSITION | | | 0021 402-07433 198.000 TON | 38.25000 7573.50| 66.00000 13068.00| 38.25000 7573.50 HMA SURFACE, TYPE B | | | 0022 402-07438 54.000 TON | 50.00000 2700.00| 67.00000 3618.00| 50.00000 2700.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 119.000 TON | 33.00000 3927.00| 65.00000 7735.00| 33.00000 3927.00 HMA BASE, TYPE B | | | 0024 405-05518 1221.000 SYS | 0.01000 12.21| 0.10000 122.10| 0.01000 12.21 ASPHALT FOR PRIME COAT | | | 0025 406-05521 2492.000 SYS | 0.03000 74.76| 0.37000 922.04| 0.03000 74.76 ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH| 2335.00000 4670.00| 2335.00000 4670.00| 2475.00000 4950.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-06856 4.000 EACH| 360.00000 1440.00| 360.00000 1440.00| 225.00000 900.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0028 601-94689 4.000 EACH| 2280.00000 9120.00| 2280.00000 9120.00| 2150.15000 8600.60 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1131.000 LFT | 12.50000 14137.50| 12.50000 14137.50| 14.85000 16795.35 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 615-06505 2.000 EACH| 590.00000 1180.00| 625.00000 1250.00| 475.00000 950.00 MONUMENT, B | | | 0031 616-02320 2000.000 SYS | 3.00000 6000.00| 3.00000 6000.00| 2.00000 4000.00 GEOTEXTILES | | | 0032 616-05688 700.000 TON | 40.00000 28000.00| 36.00000 25200.00| 65.00000 45500.00 RIPRAP, CLASS 1 | | | 0033 616-06405 1000.000 TON | 20.00000 20000.00| 25.50000 25500.00| 30.00000 30000.00 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 10000.000 SYS | 1.25000 12500.00| 1.25000 12500.00| 1.25000 12500.00 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,039.36 ROUTE : SR 5 CALL ORDER : 471 CONTRACT ID : B -27563-A COUNTIES : HUNTINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-0997978 |(3) 35-1489621 |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-04978 2800.000 SYS | 0.32000 896.00| 0.32000 896.00| 0.32000 896.00 SEED MIXTURE | | | 0037 621-06548 2.000 LBS | 26.00000 52.00| 25.00000 50.00| 25.00000 50.00 SEED MIXTURE, CV | | | 0038 621-06559 10000.000 SYS | 0.32000 3200.00| 0.32000 3200.00| 0.32000 3200.00 MULCHED SEEDING, R | | | 0039 621-06574 9200.000 SYS | 2.50000 23000.00| 2.50000 23000.00| 2.50000 23000.00 SODDING | | | 0040 715-05149 40.000 LFT | 27.00000 1080.00| 25.00000 1000.00| 30.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0041 715-05151 40.000 LFT | 38.00000 1520.00| 29.00000 1160.00| 35.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0042 715-46000 2.000 EACH| 200.00000 400.00| 170.00000 340.00| 410.00000 820.00 PIPE END SECTION, 12 IN. | | | 0043 715-46005 2.000 EACH| 230.00000 460.00| 300.00000 600.00| 425.00000 850.00 PIPE END SECTION, 15 IN. | | | 0044 715-92537 20.000 LFT | 16.00000 320.00| 44.00000 880.00| 28.00000 560.00 PIPE, PVC, 8 IN. | | | 0045 723-06919 84.000 LFT | 1700.00000 142800.00| 2170.00000 182280.00| 2350.00000 197400.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 120 IN. | | | 0046 801-04308 6.000 EACH| 150.00000 900.00| 125.00000 750.00| 125.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 40.000 EACH| 45.00000 1800.00| 55.00000 2200.00| 55.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 19.000 EACH| 58.00000 1102.00| 75.00000 1425.00| 75.00000 1425.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0050 801-07118 4.000 LFT | 55.00000 220.00| 20.00000 80.00| 20.00000 80.00 BARRICADE, III-A | | | 0051 801-07119 16.000 LFT | 11.20000 179.20| 20.00000 320.00| 20.00000 320.00 BARRICADE, III-B | | | 0052 802-05701 20.500 LFT | 11.20000 229.60| 12.50000 256.25| 11.75000 240.88 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-07058 2.000 EACH| 205.00000 410.00| 75.00000 150.00| 55.00000 110.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0054 808-06703 1630.000 LFT | 0.50000 815.00| 0.60000 978.00| 0.60000 978.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0055 808-75240 490.000 LFT | 0.50000 245.00| 0.60000 294.00| 0.60000 294.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,039.36 ROUTE : SR 5 CALL ORDER : 471 CONTRACT ID : B -27563-A COUNTIES : HUNTINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-0997978 |(3) 35-1489621 |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-75245 490.000 LFT | 0.50000 245.00| 0.60000 294.00| 0.60000 294.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75994 11.000 EACH| 10.50000 115.50| 15.00000 165.00| 15.00000 165.00 PRISMATIC REFLECTOR | | | 0058 808-75996 10.000 EACH| 15.00000 150.00| 5.50000 55.00| 10.00000 100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 11.000 EACH| 50.00000 550.00| 120.00000 1320.00| 120.00000 1320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 723-06660 72.000 SYS | 460.00000 33120.00| 250.00000 18000.00| 540.00000 38880.00 WINGWALL | | | SECTION TOTALS | $ 512,762.37| $ 563,033.49| $ 634,731.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,762.37| $ 563,033.49| $ 634,731.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 481 CONTRACT ID : B -27703-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1127746 S & G EXCAVATING INC $ 310,775.50 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 317,276.59 102.0918% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 362,721.62 116.7149% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9970017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 943,726.72 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 967,525.18 102.5217% 3 35-1310611 DUNCAN ROBERTSON INC $ 979,793.54 103.8217% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 986,876.09 104.5722% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,045,112.75 110.7431% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,047,954.57 111.0442% 7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,131,206.78 119.8659% 8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,145,416.16 121.3715% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1450.00000 14500.00| 1200.00000 12000.00| 1500.00000 15000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 47000.00000 47000.00| 50000.00000 50000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 45000.00000 45000.00| 34000.00000 34000.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 26700.00000 26700.00| 40000.00000 40000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 3050.000 m3 | 9.00000 27450.00| 6.00000 18300.00| 10.00000 30500.00 EXCAVATION, COMMON | | | 0009 203-02070 21547.000 m3 | 9.00000 193923.00| 7.50000 161602.50| 10.00000 215470.00 BORROW | | | 0010 203-51223 335.000 m3 | 9.00000 3015.00| 8.00000 2680.00| 10.00000 3350.00 EXCAVATION, WATERWAY | | | 0011 205-06931 215.600 Mg | 15.00000 3234.00| 24.00000 5174.40| 20.00000 4312.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 20.000 Mg | 15.00000 300.00| 33.00000 660.00| 20.00000 400.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 209.000 m | 5.90000 1233.10| 6.00000 1254.00| 5.00000 1045.00 TEMPORARY SILT FENCE | | | 0014 206-51220 89.800 m3 | 60.00000 5388.00| 120.00000 10776.00| 100.00000 8980.00 EXCAVATION, WET | | | 0015 206-51230 1.500 m3 | 200.00000 300.00| 90.00000 135.00| 500.00000 750.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07503 2372.000 m2 | 1.00000 2372.00| 5.20000 12334.40| 3.00000 7116.00 SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 14.200 m3 | 135.00000 1917.00| 90.00000 1278.00| 30.00000 426.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 86.500 m3 | 30.00000 2595.00| 36.00000 3114.00| 30.00000 2595.00 STRUCTURE BACKFILL | | | 0019 301-07448 3501.000 Mg | 17.50000 61267.50| 16.50000 57766.50| 18.00000 63018.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.000 m3 | 110.00000 2420.00| 70.00000 1540.00| 35.00000 770.00 DENSE GRADED SUBBASE | | | 0021 402-07432 415.000 Mg | 58.00000 24070.00| 52.15000 21642.25| 57.00000 23655.00 HMA SURFACE, TYPE A | | | 0022 402-07435 920.000 Mg | 52.00000 47840.00| 43.25000 39790.00| 48.00000 44160.00 HMA INTERMEDIATE, TYPE A | | | 0023 404-05511 1229.000 m2 | 1.50000 1843.50| 5.00000 6145.00| 5.50000 6759.50 SEAL COAT, 2 | | | 0024 405-05518 6082.000 m2 | 0.20000 1216.40| 0.50000 3041.00| 0.10000 608.20 ASPHALT FOR PRIME COAT | | | 0025 406-05521 4800.000 m2 | 0.02000 96.00| 0.20000 960.00| 0.21000 1008.00 ASPHALT FOR TACK COAT | | | 0026 601-04792 4.000 EACH| 820.00000 3280.00| 1000.00000 4000.00| 850.00000 3400.00 GUARDRAIL TRANSITION , 3.810 m LONG | | | 0027 601-06037 4.000 EACH| 720.00000 2880.00| 750.00000 3000.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 114.300 m | 45.50000 5200.65| 52.00000 5943.60| 50.00000 5715.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 473.000 m | 19.00000 8987.00| 20.00000 9460.00| 21.00000 9933.00 FENCE, FARM FIELD, 1190 mm | | | 0030 603-94842 2.000 EACH| 545.00000 1090.00| 1200.00000 2400.00| 600.00000 1200.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0031 609-06257 136.000 m2 | 80.00000 10880.00| 50.00000 6800.00| 80.00000 10880.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 610-07486 46.000 Mg | 115.00000 5290.00| 175.00000 8050.00| 185.00000 8510.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 1.000 EACH| 110.00000 110.00| 190.00000 190.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 2.000 EACH| 625.00000 1250.00| 500.00000 1000.00| 400.00000 800.00 MONUMENT, B | | | 0035 616-02320 2266.000 m2 | 1.50000 3399.00| 2.90000 6571.40| 3.00000 6798.00 GEOTEXTILES | | | 0036 616-05688 1505.000 Mg | 24.00000 36120.00| 24.00000 36120.00| 20.00000 30100.00 RIPRAP, CLASS 1 | | | 0037 616-06405 272.000 Mg | 24.00000 6528.00| 22.00000 5984.00| 20.00000 5440.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 520.00000 520.00| 530.00000 530.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 2.000 Mg | 390.00000 780.00| 400.00000 800.00| 400.00000 800.00 FERTILIZER | | | 0040 621-06548 20.000 kg | 59.00000 1180.00| 60.00000 1200.00| 60.00000 1200.00 SEED MIXTURE, CV | | | 0041 621-06553 325.000 kg | 5.50000 1787.50| 5.80000 1885.00| 5.75000 1868.75 SEED MIXTURE, R | | | 0042 621-06557 285.000 kg | 3.60000 1026.00| 3.90000 1111.50| 3.75000 1068.75 SEED MIXTURE, T | | | 0043 621-06565 8.000 Mg | 540.00000 4320.00| 560.00000 4480.00| 570.00000 4560.00 MULCHING MATERIAL | | | 0044 621-06567 17.000 kL | 0.60000 10.20| 0.60000 10.20| 0.60000 10.20 WATER | | | 0045 621-06574 849.000 m2 | 4.60000 3905.40| 4.60000 3905.40| 4.80000 4075.20 SODDING | | | 0046 622-52436 2.000 EACH| 29.50000 59.00| 30.00000 60.00| 32.00000 64.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 80.000 EACH| 8.95000 716.00| 9.30000 744.00| 9.50000 760.00 SEEDLING | | | 0048 701-96089 334.000 m | 120.00000 40080.00| 160.00000 53440.00| 150.00000 50100.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0049 701-99086 22.000 EACH| 200.00000 4400.00| 75.00000 1650.00| 250.00000 5500.00 PILE TIP, STEEL SHELL | | | 0050 702-51005 57.800 m3 | 700.00000 40460.00| 390.00000 22542.00| 650.00000 37570.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 2706.000 kg | 1.55000 4194.30| 1.60000 4329.60| 1.50000 4059.00 REINFORCING STEEL | | | 0052 703-51032 21606.000 kg | 1.70000 36730.20| 1.75000 37810.50| 1.75000 37810.50 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 704-51002 119.700 m3 | 700.00000 83790.00| 500.00000 59850.00| 600.00000 71820.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-91957 91.264 m | 190.00000 17340.16| 220.00000 20078.08| 200.00000 18252.80 BRIDGE RAILING, THRIE BEAM | | | 0055 707-05983 170.000 m | 350.00000 59500.00| 835.00000 141950.00| 350.00000 59500.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0056 709-51821 LUMP| 2100.00000 2100.00| 3000.00000 3000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0057 715-05169 139.000 m | 100.00000 13900.00| 83.00000 11537.00| 60.00000 8340.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05203 4.000 m | 33.00000 132.00| 54.00000 216.00| 25.00000 100.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0059 715-05407 25.000 m | 20.00000 500.00| 34.00000 850.00| 25.00000 625.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 14.000 EACH| 240.00000 3360.00| 180.00000 2520.00| 200.00000 2800.00 PIPE END SECTION, 375 mm | | | 0061 801-04308 4.000 EACH| 470.00000 1880.00| 475.00000 1900.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-07118 29.264 m | 42.10000 1232.01| 43.00000 1258.35| 45.00000 1316.88 BARRICADE, III-A | | | 0063 801-07119 14.632 m | 52.00000 760.86| 53.00000 775.50| 55.00000 804.76 BARRICADE, III-B | | | 0064 802-76025 0.900 m2 | 241.00000 216.90| 240.00000 216.00| 250.00000 225.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 8.100 m | 18.40000 149.04| 20.00000 162.00| 20.00000 162.00 SIGN POST, A | | | SECTION TOTALS | $ 943,726.72| $ 967,525.18| $ 979,793.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 943,726.72| $ 967,525.18| $ 979,793.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1128289 |(6) 35-1364963 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 19900.00000 19900.00| 23000.00000 23000.00| 14500.00000 14500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1416.00000 14160.00| 1650.00000 16500.00| 1100.00000 11000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 53213.00000 53213.00| 52250.00000 52250.00| 52250.00000 52250.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 35043.00000 35043.00| 57480.00000 57480.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 19450.00000 19450.00| 37395.00000 37395.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 3050.000 m3 | 9.73000 29676.50| 9.00000 27450.00| 11.50000 35075.00 EXCAVATION, COMMON | | | 0009 203-02070 21547.000 m3 | 10.15000 218702.05| 10.00000 215470.00| 13.25000 285497.75 BORROW | | | 0010 203-51223 335.000 m3 | 7.21000 2415.35| 21.50000 7202.50| 15.00000 5025.00 EXCAVATION, WATERWAY | | | 0011 205-06931 215.600 Mg | 42.27000 9113.41| 45.00000 9702.00| 25.00000 5390.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 20.000 Mg | 44.53000 890.60| 160.00000 3200.00| 15.00000 300.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 209.000 m | 5.60000 1170.40| 6.00000 1254.00| 6.00000 1254.00 TEMPORARY SILT FENCE | | | 0014 206-51220 89.800 m3 | 33.45000 3003.81| 485.00000 43553.00| 100.00000 8980.00 EXCAVATION, WET | | | 0015 206-51230 1.500 m3 | 165.00000 247.50| 56.50000 84.75| 50.00000 75.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07503 2372.000 m2 | 6.60000 15655.20| 2.30000 5455.60| 5.75000 13639.00 SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 14.200 m3 | 75.16000 1067.27| 56.50000 802.30| 37.50000 532.50 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 86.500 m3 | 56.36000 4875.14| 35.00000 3027.50| 37.50000 3243.75 STRUCTURE BACKFILL | | | 0019 301-07448 3501.000 Mg | 16.42000 57486.42| 17.00000 59517.00| 17.50000 61267.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.000 m3 | 58.70000 1291.40| 45.00000 990.00| 45.00000 990.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1128289 |(6) 35-1364963 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07432 415.000 Mg | 52.15000 21642.25| 54.00000 22410.00| 53.65000 22264.75 HMA SURFACE, TYPE A | | | 0022 402-07435 920.000 Mg | 43.25000 39790.00| 45.00000 41400.00| 45.00000 41400.00 HMA INTERMEDIATE, TYPE A | | | 0023 404-05511 1229.000 m2 | 5.00000 6145.00| 5.25000 6452.25| 5.35000 6575.15 SEAL COAT, 2 | | | 0024 405-05518 6082.000 m2 | 0.01000 60.82| 0.52000 3162.64| 0.05000 304.10 ASPHALT FOR PRIME COAT | | | 0025 406-05521 4800.000 m2 | 0.20000 960.00| 0.22000 1056.00| 0.25000 1200.00 ASPHALT FOR TACK COAT | | | 0026 601-04792 4.000 EACH| 780.00000 3120.00| 875.00000 3500.00| 900.00000 3600.00 GUARDRAIL TRANSITION , 3.810 m LONG | | | 0027 601-06037 4.000 EACH| 685.00000 2740.00| 690.00000 2760.00| 715.00000 2860.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 114.300 m | 43.50000 4972.05| 47.50000 5429.25| 50.00000 5715.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 473.000 m | 18.00000 8514.00| 18.45000 8726.85| 20.00000 9460.00 FENCE, FARM FIELD, 1190 mm | | | 0030 603-94842 2.000 EACH| 520.00000 1040.00| 1000.00000 2000.00| 1050.00000 2100.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0031 609-06257 136.000 m2 | 64.84000 8818.24| 70.00000 9520.00| 66.00000 8976.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 610-07486 46.000 Mg | 175.00000 8050.00| 185.00000 8510.00| 185.00000 8510.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 1.000 EACH| 105.00000 105.00| 170.00000 170.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 2.000 EACH| 595.00000 1190.00| 475.00000 950.00| 500.00000 1000.00 MONUMENT, B | | | 0035 616-02320 2266.000 m2 | 1.46000 3308.36| 2.15000 4871.90| 3.00000 6798.00 GEOTEXTILES | | | 0036 616-05688 1505.000 Mg | 21.05000 31680.25| 23.50000 35367.50| 27.50000 41387.50 RIPRAP, CLASS 1 | | | 0037 616-06405 272.000 Mg | 28.00000 7616.00| 28.75000 7820.00| 24.00000 6528.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 2.000 Mg | 370.00000 740.00| 385.00000 770.00| 380.00000 760.00 FERTILIZER | | | 0040 621-06548 20.000 kg | 56.00000 1120.00| 58.00000 1160.00| 60.00000 1200.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1128289 |(6) 35-1364963 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 325.000 kg | 5.23000 1699.75| 5.50000 1787.50| 5.50000 1787.50 SEED MIXTURE, R | | | 0042 621-06557 285.000 kg | 3.44000 980.40| 3.65000 1040.25| 3.75000 1068.75 SEED MIXTURE, T | | | 0043 621-06565 8.000 Mg | 518.00000 4144.00| 550.00000 4400.00| 550.00000 4400.00 MULCHING MATERIAL | | | 0044 621-06567 17.000 kL | 0.55000 9.35| 0.60000 10.20| 0.50000 8.50 WATER | | | 0045 621-06574 849.000 m2 | 4.40000 3735.60| 6.00000 5094.00| 4.90000 4160.10 SODDING | | | 0046 622-52436 2.000 EACH| 20.00000 40.00| 30.00000 60.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 80.000 EACH| 8.50000 680.00| 9.00000 720.00| 9.00000 720.00 SEEDLING | | | 0048 701-96089 334.000 m | 136.95000 45741.30| 125.00000 41750.00| 135.00000 45090.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0049 701-99086 22.000 EACH| 194.15000 4271.30| 200.00000 4400.00| 210.00000 4620.00 PILE TIP, STEEL SHELL | | | 0050 702-51005 57.800 m3 | 1198.54000 69275.61| 635.00000 36703.00| 550.00000 31790.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 2706.000 kg | 2.22000 6007.32| 1.50000 4059.00| 1.60000 4329.60 REINFORCING STEEL | | | 0052 703-51032 21606.000 kg | 1.81000 39106.86| 1.65000 35649.90| 1.75000 37810.50 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 119.700 m3 | 633.35000 75812.00| 675.00000 80797.50| 596.00000 71341.20 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-91957 91.264 m | 181.99000 16609.14| 190.00000 17340.16| 200.00000 18252.80 BRIDGE RAILING, THRIE BEAM | | | 0055 707-05983 170.000 m | 360.50000 61285.00| 350.00000 59500.00| 364.00000 61880.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0056 709-51821 LUMP| 2026.00000 2026.00| 2700.00000 2700.00| 2400.00000 2400.00 SURFACE SEAL | | | 0057 715-05169 139.000 m | 48.55000 6748.45| 73.00000 10147.00| 85.00000 11815.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05203 4.000 m | 37.36000 149.44| 65.00000 260.00| 20.00000 80.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0059 715-05407 25.000 m | 26.65000 666.25| 22.00000 550.00| 16.00000 400.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 14.000 EACH| 311.62000 4362.68| 205.00000 2870.00| 275.00000 3850.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1128289 |(6) 35-1364963 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-04308 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-07118 29.264 m | 39.99000 1170.27| 43.00000 1258.35| 50.00000 1463.20 BARRICADE, III-A | | | 0063 801-07119 14.632 m | 50.00000 731.60| 53.00000 775.50| 60.00000 877.92 BARRICADE, III-B | | | 0064 802-76025 0.900 m2 | 230.00000 207.00| 215.00000 193.50| 225.00000 202.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 8.100 m | 17.50000 141.75| 18.50000 149.85| 20.00000 162.00 SIGN POST, A | | | SECTION TOTALS | $ 986,876.09| $ 1,045,112.75| $ 1,047,954.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 986,876.09| $ 1,045,112.75| $ 1,047,954.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 31-1323837 |(8) 35-2040801 | |SUNESIS CONSTRUCTION COMPANY|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1700.00000 17000.00| 1500.00000 15000.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 60000.00000 60000.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 25900.00000 25900.00| 55000.00000 55000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 42770.00000 42770.00| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 3050.000 m3 | 8.00000 24400.00| 9.00000 27450.00| EXCAVATION, COMMON | | | 0009 203-02070 21547.000 m3 | 9.00000 193923.00| 10.00000 215470.00| BORROW | | | 0010 203-51223 335.000 m3 | 25.00000 8375.00| 10.00000 3350.00| EXCAVATION, WATERWAY | | | 0011 205-06931 215.600 Mg | 30.00000 6468.00| 65.00000 14014.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 20.000 Mg | 65.00000 1300.00| 90.00000 1800.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 209.000 m | 20.00000 4180.00| 5.60000 1170.40| TEMPORARY SILT FENCE | | | 0014 206-51220 89.800 m3 | 670.00000 60166.00| 75.00000 6735.00| EXCAVATION, WET | | | 0015 206-51230 1.500 m3 | 112.00000 168.00| 75.00000 112.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07503 2372.000 m2 | 3.00000 7116.00| 5.00000 11860.00| SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 14.200 m3 | 70.00000 994.00| 75.00000 1065.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 86.500 m3 | 35.00000 3027.50| 60.00000 5190.00| STRUCTURE BACKFILL | | | 0019 301-07448 3501.000 Mg | 19.00000 66519.00| 18.00000 63018.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.000 m3 | 90.00000 1980.00| 75.00000 1650.00| DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 31-1323837 |(8) 35-2040801 | |SUNESIS CONSTRUCTION COMPANY|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07432 415.000 Mg | 65.00000 26975.00| 58.00000 24070.00| HMA SURFACE, TYPE A | | | 0022 402-07435 920.000 Mg | 60.00000 55200.00| 52.00000 47840.00| HMA INTERMEDIATE, TYPE A | | | 0023 404-05511 1229.000 m2 | 1.60000 1966.40| 1.50000 1843.50| SEAL COAT, 2 | | | 0024 405-05518 6082.000 m2 | 0.20000 1216.40| 0.20000 1216.40| ASPHALT FOR PRIME COAT | | | 0025 406-05521 4800.000 m2 | 0.02000 96.00| 0.02000 96.00| ASPHALT FOR TACK COAT | | | 0026 601-04792 4.000 EACH| 1500.00000 6000.00| 780.00000 3120.00| GUARDRAIL TRANSITION , 3.810 m LONG | | | 0027 601-06037 4.000 EACH| 900.00000 3600.00| 685.00000 2740.00| GUARDRAIL END TREATMENT, I | | | 0028 601-99105 114.300 m | 55.00000 6286.50| 43.50000 4972.05| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 473.000 m | 20.00000 9460.00| 18.00000 8514.00| FENCE, FARM FIELD, 1190 mm | | | 0030 603-94842 2.000 EACH| 1200.00000 2400.00| 520.00000 1040.00| FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0031 609-06257 136.000 m2 | 135.00000 18360.00| 75.00000 10200.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 610-07486 46.000 Mg | 140.00000 6440.00| 115.00000 5290.00| HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 1.000 EACH| 200.00000 200.00| 105.00000 105.00| MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06505 2.000 EACH| 500.00000 1000.00| 595.00000 1190.00| MONUMENT, B | | | 0035 616-02320 2266.000 m2 | 1.35000 3059.10| 4.50000 10197.00| GEOTEXTILES | | | 0036 616-05688 1505.000 Mg | 21.00000 31605.00| 33.00000 49665.00| RIPRAP, CLASS 1 | | | 0037 616-06405 272.000 Mg | 21.00000 5712.00| 33.00000 8976.00| RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 2.000 Mg | 400.00000 800.00| 370.00000 740.00| FERTILIZER | | | 0040 621-06548 20.000 kg | 60.00000 1200.00| 56.00000 1120.00| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 31-1323837 |(8) 35-2040801 | |SUNESIS CONSTRUCTION COMPANY|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 325.000 kg | 6.00000 1950.00| 5.23000 1699.75| SEED MIXTURE, R | | | 0042 621-06557 285.000 kg | 3.50000 997.50| 3.44000 980.40| SEED MIXTURE, T | | | 0043 621-06565 8.000 Mg | 600.00000 4800.00| 518.00000 4144.00| MULCHING MATERIAL | | | 0044 621-06567 17.000 kL | 0.60000 10.20| 0.55000 9.35| WATER | | | 0045 621-06574 849.000 m2 | 5.00000 4245.00| 4.40000 3735.60| SODDING | | | 0046 622-52436 2.000 EACH| 30.00000 60.00| 28.00000 56.00| SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 80.000 EACH| 10.00000 800.00| 8.50000 680.00| SEEDLING | | | 0048 701-96089 334.000 m | 120.00000 40080.00| 135.00000 45090.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0049 701-99086 22.000 EACH| 250.00000 5500.00| 200.00000 4400.00| PILE TIP, STEEL SHELL | | | 0050 702-51005 57.800 m3 | 520.00000 30056.00| 850.00000 49130.00| CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 2706.000 kg | 1.90000 5141.40| 2.00000 5412.00| REINFORCING STEEL | | | 0052 703-51032 21606.000 kg | 2.00000 43212.00| 2.25000 48613.50| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 119.700 m3 | 950.00000 113715.00| 850.00000 101745.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-91957 91.264 m | 250.00000 22816.00| 200.00000 18252.80| BRIDGE RAILING, THRIE BEAM | | | 0055 707-05983 170.000 m | 550.00000 93500.00| 700.00000 119000.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0056 709-51821 LUMP| 2300.00000 2300.00| 2690.00000 2690.00| SURFACE SEAL | | | 0057 715-05169 139.000 m | 90.00000 12510.00| 125.00000 17375.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05203 4.000 m | 80.00000 320.00| 70.00000 280.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0059 715-05407 25.000 m | 6.00000 150.00| 60.00000 1500.00| PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 14.000 EACH| 600.00000 8400.00| 375.00000 5250.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 491 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,099,891.70 ROUTE : CR 300 N CALL ORDER : 491 CONTRACT ID : B -27735-A COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 31-1323837 |(8) 35-2040801 | |SUNESIS CONSTRUCTION COMPANY|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-04308 4.000 EACH| 250.00000 1000.00| 450.00000 1800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-07118 29.264 m | 55.00000 1609.52| 40.00000 1170.56| BARRICADE, III-A | | | 0063 801-07119 14.632 m | 55.00000 804.76| 50.00000 731.60| BARRICADE, III-B | | | 0064 802-76025 0.900 m2 | 225.00000 202.50| 230.00000 207.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 8.100 m | 20.00000 162.00| 17.50000 141.75| SIGN POST, A | | | SECTION TOTALS | $ 1,131,206.78| $ 1,145,416.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,131,206.78| $ 1,145,416.16| ====================================================================================================================================