INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/19/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 578,785.00 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 654,828.44 113.1385% 3 35-1875662 CRIDER & CRIDER, INC. $ 665,665.65 115.0109% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 666,828.00 115.2117% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 671,356.59 115.9941% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 714,264.53 123.4076% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 750,189.70 129.6146% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 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 | 28900.00000 28900.00| 30000.00000 30000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9854.00000 9854.00| 15000.00000 15000.00| 14055.15000 14055.15 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 14903.09000 14903.09| 35000.00000 35000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 7.00000 75565.00| 12.50000 134937.50| 15.00000 161925.00 EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 18.00000 1872.00| 15.00000 1560.00| 12.50000 1300.00 SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 65.00000 260.00| 50.00000 200.00| 50.00000 200.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 58.00000 8468.00| 20.00000 2920.00| 20.00000 2920.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 450.00000 1350.00| 475.00000 1425.00| 425.00000 1275.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 220.000 Mg | 25.00000 5500.00| 20.00000 4400.00| 20.00000 4400.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 4.75000 1757.50| 3.00000 1110.00| 5.00000 1850.00 TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 78.00000 3276.00| 25.00000 1050.00| 25.00000 1050.00 TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 34.00000 22950.00| 30.00000 20250.00| 20.00000 13500.00 STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 16.00000 22656.00| 17.60000 24921.60| 16.00000 22656.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 18.00000 1170.00| 20.00000 1300.00| 20.00000 1300.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 175.00000 4725.00| 160.00000 4320.00| 175.00000 4725.00 WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 12.50000 2150.00| 12.00000 2064.00| 25.00000 4300.00 MILLING, TRANSITION | | | 0022 401-07321 324.000 Mg | 64.00000 20736.00| 60.00000 19440.00| 65.00000 21060.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 53.00000 25440.00| 51.00000 24480.00| 55.00000 26400.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 46.00000 71944.00| 45.00000 70380.00| 47.00000 73508.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 61.00000 41541.00| 51.00000 34731.00| 62.00000 42222.00 HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 69.90000 2796.00| 76.00000 3040.00| 70.00000 2800.00 HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 2.10000 3840.90| 7.00000 12803.00| 2.00000 3658.00 SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.74000 1353.46| 0.06000 109.74| 0.75000 1371.75 ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 230.00000 4140.00| 230.00000 4140.00| 230.00000 4140.00 ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2300.00000 9200.00| 2222.00000 8888.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 44.00000 7392.00| 48.00000 8064.00| 44.00000 7392.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 83.00000 3237.00| 100.00000 3900.00| 92.00000 3588.00 FENCE, WOOD | | | 0033 603-06040 710.000 m | 15.00000 10650.00| 18.50000 13135.00| 17.00000 12070.00 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 611-06497 2.000 EACH | 165.00000 330.00| 180.00000 360.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 125.00000 3000.00| 110.00000 2640.00| 100.00000 2400.00 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 500.00000 2500.00| 525.00000 2625.00| 475.00000 2375.00 MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 1.80000 2916.00| 3.50000 5670.00| 3.00000 4860.00 GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 31.00000 7440.00| 25.00000 6000.00| 35.00000 8400.00 RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 25.00000 11300.00| 25.00000 11300.00| 30.00000 13560.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 775.00000 1550.00| 850.00000 1700.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.000 Mg | 595.00000 595.00| 625.00000 625.00| 580.00000 580.00 FERTILIZER | | | 0042 621-06548 33.000 kg | 34.00000 1122.00| 40.00000 1320.00| 33.00000 1089.00 SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 10.75000 2150.00| 11.50000 2300.00| 11.00000 2200.00 SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 6.00000 288.00| 6.50000 312.00| 6.00000 288.00 SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 245.00000 1715.00| 260.00000 1820.00| 237.00000 1659.00 MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.05000 29.40| 1.10000 30.80| 1.00000 28.00 WATER | | | 0047 621-06574 1144.000 m2 | 4.00000 4576.00| 3.50000 4004.00| 3.25000 3718.00 SODDING | | | 0048 621-06575 389.000 m2 | 4.00000 1556.00| 3.50000 1361.50| 3.25000 1264.25 SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 145.00000 15225.00| 120.00000 12600.00| 120.00000 12600.00 CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 550.00000 19800.00| 345.00000 12420.00| 500.00000 18000.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 96.00000 21120.00| 110.00000 24200.00| 110.00000 24200.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 4000.00000 8000.00| 2000.00000 4000.00| 1600.00000 3200.00 CONCRETE ANCHOR, 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-46020 1.000 EACH | 270.00000 270.00| 300.00000 300.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 1875.00000 3750.00| 2500.00000 5000.00| 1600.00000 3200.00 MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3400.00000 3400.00| 2500.00000 2500.00| 2000.00000 2000.00 MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 120.00000 12600.00| 100.00000 10500.00| 300.00000 31500.00 WALL ERECTION | | | 0057 731-93947 39.000 m | 80.00000 3120.00| 75.00000 2925.00| 100.00000 3900.00 LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 12.00000 1080.00| 35.00000 3150.00| 25.00000 2250.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 207.00000 828.00| 220.00000 880.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 110.00000 3520.00| 115.00000 3680.00| 105.00000 3360.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 13.000 EACH | 123.00000 1599.00| 135.00000 1755.00| 120.00000 1560.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 26.00000 26.00| 35.00000 35.00| 25.00000 25.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 1000.00000 1000.00| 10000.00000 10000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 41.00000 1476.00| 44.00000 1584.00| 40.00000 1440.00 BARRICADE, III-B | | | 0065 802-05701 14.000 m | 54.00000 756.00| 41.00000 574.00| 37.00000 518.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.55000 561.00| 0.60000 612.00| 0.55000 561.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.05000 76.65| 1.10000 80.30| 1.00000 73.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 0.85000 569.50| 0.90000 603.00| 0.85000 569.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 18.00000 396.00| 20.00000 440.00| 5.00000 110.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 93.00000 2046.00| 30.00000 660.00| 27.00000 594.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 207-08264 3762.000 m2 | 4.75000 17869.50| 5.50000 20691.00| 3.00000 11286.00 SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 578,785.00| $ 654,828.44| $ 665,665.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 578,785.00| $ 654,828.44| $ 665,665.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 12600.00000 12600.00| 6800.00000 6800.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 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 | 34969.80000 34969.80| 33000.00000 33000.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 19950.00000 19950.00| 19500.00000 19500.00 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 14500.00000 14500.00| 2500.00000 2500.00| 11909.23000 11909.23 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 13.00000 140335.00| 17.00000 183515.00| 13.35000 144113.25 EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 27.00000 2808.00| 30.00000 3120.00| 34.00000 3536.00 SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 100.00000 400.00| 50.00000 200.00| 97.00000 388.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 38.00000 5548.00| 30.00000 4380.00| 34.00000 4964.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 425.00000 1275.00| 425.00000 1275.00| 782.06000 2346.18 TEMPORARY MULCHING | | | 0013 205-06936 220.000 Mg | 38.00000 8360.00| 35.00000 7700.00| 34.00000 7480.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 4.55000 1683.50| 4.60000 1702.00| 6.35000 2349.50 TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 45.00000 1890.00| 30.00000 1260.00| 70.00000 2940.00 TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 29.00000 19575.00| 50.00000 33750.00| 49.00000 33075.00 STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 21.00000 29736.00| 16.00000 22656.00| 15.95000 22585.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 46.00000 2990.00| 30.00000 1950.00| 19.00000 1235.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 180.00000 4860.00| 145.00000 3915.00| 193.00000 5211.00 WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 11.00000 1892.00| 14.00000 2408.00| 14.00000 2408.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 401-07321 324.000 Mg | 55.00000 17820.00| 55.00000 17820.00| 59.00000 19116.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 47.00000 22560.00| 47.00000 22560.00| 49.00000 23520.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 41.40000 64749.60| 41.00000 64124.00| 49.00000 76636.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 47.00000 32007.00| 47.00000 32007.00| 59.00000 40179.00 HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 72.00000 2880.00| 72.00000 2880.00| 117.00000 4680.00 HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 6.50000 11888.50| 6.50000 11888.50| 3.50000 6401.50 SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.05000 91.45| 0.01000 18.29| 1.00000 1829.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 210.00000 3780.00| 210.00000 3780.00| 200.00000 3600.00 ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2020.00000 8080.00| 2000.00000 8000.00| 2020.00000 8080.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 43.75000 7350.00| 43.00000 7224.00| 43.75000 7350.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 91.00000 3549.00| 65.00000 2535.00| 91.00000 3549.00 FENCE, WOOD | | | 0033 603-06040 710.000 m | 16.70000 11857.00| 16.50000 11715.00| 16.70000 11857.00 FENCE, FARM FIELD, 1190 mm | | | 0034 611-06497 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| 475.00000 2375.00 MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 2.50000 4050.00| 2.00000 3240.00| 2.00000 3240.00 GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 55.00000 13200.00| 30.00000 7200.00| 24.00000 5760.00 RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 32.00000 14464.00| 30.00000 13560.00| 24.00000 10848.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06545 1.000 Mg | 580.00000 580.00| 580.00000 580.00| 387.89000 387.89 FERTILIZER | | | 0042 621-06548 33.000 kg | 33.00000 1089.00| 33.00000 1089.00| 90.38000 2982.54 SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 10.59000 2118.00| 10.60000 2120.00| 11.17000 2234.00 SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 5.90000 283.20| 5.90000 283.20| 10.32000 495.36 SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 236.00000 1652.00| 236.00000 1652.00| 681.73000 4772.11 MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.00000 28.00| 1.00000 28.00| 1.00000 28.00 WATER | | | 0047 621-06574 1144.000 m2 | 3.22000 3683.68| 3.20000 3660.80| 4.49000 5136.56 SODDING | | | 0048 621-06575 389.000 m2 | 3.22000 1252.58| 3.20000 1244.80| 4.49000 1746.61 SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 110.00000 11550.00| 80.00000 8400.00| 95.00000 9975.00 CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 415.00000 14940.00| 350.00000 12600.00| 687.00000 24732.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 195.00000 42900.00| 145.00000 31900.00| 149.00000 32780.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 1500.00000 3000.00| 1700.00000 3400.00| 2400.00000 4800.00 CONCRETE ANCHOR, 1800 mm | | | 0053 715-46020 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 623.00000 623.00 PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 2600.00000 5200.00| 2200.00000 4400.00| 1398.00000 2796.00 MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3500.00000 3500.00| 3800.00000 3800.00| 2897.00000 2897.00 MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 250.00000 26250.00| 150.00000 15750.00| 131.00000 13755.00 WALL ERECTION | | | 0057 731-93947 39.000 m | 55.00000 2145.00| 50.00000 1950.00| 43.00000 1677.00 LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 13.00000 1170.00| 12.00000 1080.00| 29.00000 2610.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 345.00000 1380.00| 200.00000 800.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 94.00000 3008.00| 105.00000 3360.00| 105.00000 3360.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 13.000 EACH | 124.00000 1612.00| 120.00000 1560.00| 120.00000 1560.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 100.00000 100.00| 25.00000 25.00| 25.00000 25.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 6000.00000 6000.00| 3500.00000 3500.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 29.00000 1044.00| 40.00000 1440.00| 40.00000 1440.00 BARRICADE, III-B | | | 0065 802-05701 14.000 m | 37.00000 518.00| 37.00000 518.00| 37.15000 520.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.88000 897.60| 0.53000 540.60| 0.53000 540.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.33000 97.09| 1.00000 73.00| 1.00000 73.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 1.20000 804.00| 0.82000 549.40| 0.82000 549.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 12.00000 264.00| 10.00000 220.00| 17.50000 385.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 48.00000 1056.00| 26.50000 583.00| 26.50000 583.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 207-08264 3762.000 m2 | 0.00000 0.00| 5.00000 18810.00| 3.75000 14107.50 SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 666,828.00| $ 671,356.59| $ 714,264.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 666,828.00| $ 671,356.59| $ 714,264.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD 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 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 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 | 37000.00000 37000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 14.00000 151130.00| | EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 35.00000 3640.00| | SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 80.00000 320.00| | SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 40.00000 5840.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 435.00000 1305.00| | TEMPORARY MULCHING | | | 0013 205-06936 220.000 Mg | 45.00000 9900.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 5.00000 1850.00| | TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 100.00000 4200.00| | TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 30.00000 20250.00| | STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 25.00000 35400.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 40.00000 2600.00| | COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 145.00000 3915.00| | WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 12.00000 2064.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 401-07321 324.000 Mg | 55.00000 17820.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 47.00000 22560.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 42.00000 65688.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 47.00000 32007.00| | HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 72.00000 2880.00| | HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 6.50000 11888.50| | SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.10000 182.90| | ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 210.00000 3780.00| | ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2200.00000 8800.00| | GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 42.00000 7056.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 80.00000 3120.00| | FENCE, WOOD | | | 0033 603-06040 710.000 m | 15.00000 10650.00| | FENCE, FARM FIELD, 1190 mm | | | 0034 611-06497 2.000 EACH | 160.00000 320.00| | MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 120.00000 2880.00| | RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 500.00000 2500.00| | MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 3.00000 4860.00| | GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 45.00000 10800.00| | RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 40.00000 18080.00| | RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD 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 621-06545 1.000 Mg | 600.00000 600.00| | FERTILIZER | | | 0042 621-06548 33.000 kg | 35.00000 1155.00| | SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 11.00000 2200.00| | SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 6.00000 288.00| | SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 250.00000 1750.00| | MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.00000 28.00| | WATER | | | 0047 621-06574 1144.000 m2 | 3.50000 4004.00| | SODDING | | | 0048 621-06575 389.000 m2 | 3.50000 1361.50| | SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 150.00000 15750.00| | CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 725.00000 26100.00| | PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 210.00000 46200.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 1850.00000 3700.00| | CONCRETE ANCHOR, 1800 mm | | | 0053 715-46020 1.000 EACH | 850.00000 850.00| | PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 3000.00000 6000.00| | MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3400.00000 3400.00| | MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 265.00000 27825.00| | WALL ERECTION | | | 0057 731-93947 39.000 m | 110.00000 4290.00| | LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 50.00000 4500.00| | COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 200.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 125.00000 4000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD 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 801-06640 13.000 EACH | 120.00000 1560.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 25.00000 25.00| | CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 40.00000 1440.00| | BARRICADE, III-B | | | 0065 802-05701 14.000 m | 37.50000 525.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.55000 561.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.00000 73.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 0.85000 569.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 20.00000 440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 35.00000 770.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 207-08264 3762.000 m2 | 6.15000 23136.30| | SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 750,189.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 750,189.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 898,866.05 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 937,641.10 104.3138% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,057,824.70 117.6844% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 27000.00000 27000.00| 25000.00000 25000.00| 23200.00000 23200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1750.00000 21000.00| 1750.00000 21000.00| 2094.94000 25139.28 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 | 55000.00000 55000.00| 46800.00000 46800.00| 87374.43000 87374.43 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8000.00000 8000.00| 20000.00000 20000.00| 17614.52000 17614.52 CLEARING RIGHT OF WAY | | | 0007 202-02241 77.000 m | 22.00000 1694.00| 19.00000 1463.00| 18.50000 1424.50 GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP | 8500.00000 8500.00| 11000.00000 11000.00| 5573.66000 5573.66 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-60820 720.000 m2 | 5.00000 3600.00| 4.65000 3348.00| 4.97000 3578.40 SURFACE MILLING, ASPHALT | | | 0010 203-02000 9995.000 m3 | 8.00000 79960.00| 12.50000 124937.50| 17.80000 177911.00 EXCAVATION, COMMON | | | 0011 205-02224 672.000 m | 6.00000 4032.00| 4.50000 3024.00| 4.95000 3326.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-06932 115.000 m | 45.00000 5175.00| 30.50000 3507.50| 33.20000 3818.00 TEMPORARY CHECK DAM, STRAW BALES , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 207-08263 11085.000 m2 | 4.15000 46002.75| 4.05000 44894.25| 4.55000 50436.75 SUBGRATE TREATMENT, TYPE IA | | | 0014 211-07454 174.000 m3 | 17.00000 2958.00| 25.00000 4350.00| 40.51000 7048.74 STRUCTURE BACKFILL | | | 0015 213-52830 3.000 m3 | 350.00000 1050.00| 195.00000 585.00| 900.22000 2700.66 FLOWABLE MORTAR | | | 0016 303-01180 2391.000 Mg | 13.50000 32278.50| 17.00000 40647.00| 16.55000 39571.05 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 500.000 m2 | 4.00000 2000.00| 8.20000 4100.00| 6.03000 3015.00 MILLING, TRANSITION | | | 0018 401-06264 LUMP | 2200.00000 2200.00| 1900.00000 1900.00| 1917.26000 1917.26 PROFILOGRAPH, HMA | | | 0019 401-07327 1165.000 Mg | 48.50000 56502.50| 56.00000 65240.00| 42.79000 49850.35 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0020 401-07397 1138.000 Mg | 42.00000 47796.00| 41.75000 47511.50| 39.17000 44575.46 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0021 401-07423 4027.000 Mg | 37.00000 148999.00| 41.75000 168127.25| 32.89000 132448.03 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0022 401-07429 1072.000 Mg | 45.50000 48776.00| 40.50000 43416.00| 41.85000 44863.20 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0023 405-05517 20.000 Mg | 575.00000 11500.00| 400.00000 8000.00| 512.29000 10245.80 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 375.00000 1500.00| 325.00000 1300.00| 199.84000 799.36 ASPHALT FOR TACK COAT | | | 0025 601-01700 1.000 EACH | 2300.00000 2300.00| 2100.00000 2100.00| 2050.00000 2050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-02621 21.000 m | 58.00000 1218.00| 54.00000 1134.00| 52.00000 1092.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0027 601-94689 1.000 EACH | 2900.00000 2900.00| 2500.00000 2500.00| 2425.00000 2425.00 GUARDRAIL END TREATMENT, OS | | | 0028 610-07486 545.000 Mg | 75.00000 40875.00| 72.00000 39240.00| 65.51000 35702.95 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 4.000 EACH | 195.00000 780.00| 177.00000 708.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 611-06498 2.000 EACH | 290.00000 580.00| 253.00000 506.00| 250.00000 500.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 611-95023 1.000 EACH | 355.00000 355.00| 228.00000 228.00| 225.00000 225.00 MAILBOX ASSEMBLY, RESET | | | 0032 615-06490 28.000 EACH | 150.00000 4200.00| 107.00000 2996.00| 105.00000 2940.00 RIGHT OF WAY MARKER | | | 0033 615-06505 8.000 EACH | 675.00000 5400.00| 510.00000 4080.00| 500.00000 4000.00 MONUMENT, B | | | 0034 616-02320 630.000 m2 | 5.50000 3465.00| 3.40000 2142.00| 1.13000 711.90 GEOTEXTILES | | | 0035 616-05688 99.000 Mg | 45.00000 4455.00| 47.00000 4653.00| 56.26000 5569.74 RIPRAP, CLASS 1 | | | 0036 616-06405 273.000 Mg | 22.00000 6006.00| 32.00000 8736.00| 50.07000 13669.11 RIPRAP, REVETMENT | | | 0037 616-06451 124.000 Mg | 25.00000 3100.00| 41.00000 5084.00| 54.01000 6697.24 RIPRAP, UNIFORM | | | 0038 621-01004 4.000 EACH | 700.00000 2800.00| 446.00000 1784.00| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 Mg | 425.00000 425.00| 650.00000 650.00| 642.00000 642.00 FERTILIZER | | | 0040 621-06553 212.000 kg | 8.00000 1696.00| 6.85000 1452.20| 6.76000 1433.12 SEED MIXTURE, R | | | 0041 621-06557 50.000 kg | 9.15000 457.50| 10.90000 545.00| 10.80000 540.00 SEED MIXTURE, T | | | 0042 621-06565 8.000 Mg | 500.00000 4000.00| 495.00000 3960.00| 491.00000 3928.00 MULCHING MATERIAL | | | 0043 621-06567 82.000 kL | 1.00000 82.00| 0.57000 46.74| 0.55000 45.10 WATER | | | 0044 621-06574 1162.000 m2 | 5.00000 5810.00| 3.40000 3950.80| 3.35000 3892.70 SODDING | | | 0045 621-06575 4554.000 m2 | 5.00000 22770.00| 3.40000 15483.60| 3.35000 15255.90 SODDING, NURSERY | | | 0046 622-52436 6.000 EACH | 22.00000 132.00| 26.00000 156.00| 25.00000 150.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 714-93641 47.000 m | 750.00000 35250.00| 640.00000 30080.00| 1069.01000 50243.47 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0048 714-93978 13.500 m | 575.00000 7762.50| 570.00000 7695.00| 1350.33000 18229.46 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 715-05019 22.500 m | 207.00000 4657.50| 180.00000 4050.00| 315.08000 7089.30 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05048 1082.000 m | 9.00000 9738.00| 9.20000 9954.40| 9.10000 9846.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05115 145.000 m | 25.00000 3625.00| 34.00000 4930.00| 12.78000 1853.10 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0052 715-05125 24.000 m | 190.00000 4560.00| 170.00000 4080.00| 281.32000 6751.68 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0053 715-05151 36.000 m | 127.00000 4572.00| 105.00000 3780.00| 185.67000 6684.12 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05152 177.500 m | 132.00000 23430.00| 93.00000 16507.50| 213.80000 37949.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05173 18.500 m | 125.00000 2312.50| 142.00000 2627.00| 253.19000 4684.02 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0056 715-05363 22.000 m | 208.00000 4576.00| 195.00000 4290.00| 354.46000 7798.12 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0057 715-05946 2.000 EACH | 955.00000 1910.00| 1250.00000 2500.00| 1125.28000 2250.56 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0058 715-46005 1.000 EACH | 225.00000 225.00| 445.00000 445.00| 731.43000 731.43 PIPE END SECTION, 375 mm | | | 0059 715-46010 1.000 EACH | 295.00000 295.00| 355.00000 355.00| 787.69000 787.69 PIPE END SECTION, 450 mm | | | 0060 715-46020 4.000 EACH | 485.00000 1940.00| 800.00000 3200.00| 872.09000 3488.36 PIPE END SECTION, 600 mm | | | 0061 715-46040 2.000 EACH | 625.00000 1250.00| 900.00000 1800.00| 1575.39000 3150.78 PIPE END SECTION, 900 mm | | | 0062 715-46055 2.000 EACH | 550.00000 1100.00| 700.00000 1400.00| 1209.67000 2419.34 PIPE END SECTION, MIN. AREA .17 m2 | | | 0063 718-06531 6.000 EACH | 2200.00000 13200.00| 425.00000 2550.00| 420.00000 2520.00 OUTLET PROTECTOR, 3 | | | 0064 718-52610 211.000 m3 | 35.00000 7385.00| 26.00000 5486.00| 25.78000 5439.58 AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 2068.000 m2 | 2.85000 5893.80| 1.55000 3205.40| 1.50000 3102.00 GEOTEXTILES FOR UNDERDRAIN | | | 0066 720-45030 1.000 EACH | 1500.00000 1500.00| 1550.00000 1550.00| 1912.97000 1912.97 INLET, E7 | | | 0067 720-45035 2.000 EACH | 1550.00000 3100.00| 1500.00000 3000.00| 1969.23000 3938.46 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 801-04308 6.000 EACH | 325.00000 1950.00| 300.00000 1800.00| 295.00000 1770.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06605 14.000 EACH | 135.00000 1890.00| 123.00000 1722.00| 120.00000 1680.00 BARRICADE, IIIA | | | 0070 801-06606 14.000 EACH | 162.00000 2268.00| 150.00000 2100.00| 145.00000 2030.00 BARRICADE, IIIB | | | 0071 801-06625 26.000 EACH | 90.00000 2340.00| 72.00000 1872.00| 70.00000 1820.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 16.000 EACH | 108.00000 1728.00| 87.00000 1392.00| 85.00000 1360.00 CONSTRUCTION SIGN, A | | | 0073 801-06775 LUMP | 8200.00000 8200.00| 12300.00000 12300.00| 17924.50000 17924.50 MAINTAINING TRAFFIC | | | 0074 802-05701 17.000 m | 40.00000 680.00| 33.00000 561.00| 32.25000 548.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-05702 33.000 m | 24.50000 808.50| 20.80000 686.40| 20.80000 686.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0076 802-76025 1.000 m2 | 325.00000 325.00| 276.00000 276.00| 272.00000 272.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76035 5.000 m2 | 195.00000 975.00| 182.00000 910.00| 178.00000 890.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 808-06703 2068.000 m | 1.00000 2068.00| 0.82000 1695.76| 0.80000 1654.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0079 808-75245 2215.000 m | 1.00000 2215.00| 0.82000 1816.30| 0.80000 1772.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75290 120.000 m | 13.00000 1560.00| 11.20000 1344.00| 11.00000 1320.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0081 808-75297 18.000 m | 15.00000 270.00| 12.00000 216.00| 11.80000 212.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0082 808-75320 6.000 EACH | 80.00000 480.00| 52.00000 312.00| 52.00000 312.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0083 808-75325 3.000 EACH | 98.00000 294.00| 68.00000 204.00| 68.00000 204.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 808-75996 25.000 EACH | 8.00000 200.00| 20.00000 500.00| 5.00000 125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 808-75998 120.000 EACH | 25.00000 3000.00| 18.00000 2160.00| 17.25000 2070.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 898,866.05| $ 937,641.10| $ 1,057,824.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,866.05| $ 937,641.10| $ 1,057,824.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,715,605.53 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,756,775.51 102.3997% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,822,330.00 106.2208% ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 34000.00000 34000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1300.00000 15600.00| 1500.00000 18000.00| 2200.00000 26400.00 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 | 85000.00000 85000.00| 87800.00000 87800.00| 53501.13000 53501.13 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 34000.00000 34000.00| 75000.00000 75000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 3519.000 m3 | 34.00000 119646.00| 17.00000 59823.00| 35.00000 123165.00 EXCAVATION, COMMON | | | 0008 203-02070 15.000 m3 | 20.00000 300.00| 100.00000 1500.00| 35.00000 525.00 BORROW | | | 0009 205-06932 32.000 m | 28.50000 912.00| 28.00000 896.00| 27.00000 864.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 8.000 EACH | 74.59000 596.72| 74.00000 592.00| 71.00000 568.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 590.000 m | 5.54000 3268.60| 5.40000 3186.00| 5.30000 3127.00 TEMPORARY SILT FENCE | | | 0012 207-07498 12721.000 m2 | 4.50000 57244.50| 4.50000 57244.50| 3.90000 49611.90 SUBGRADE TREATMENT, TYPE A | | | 0013 211-07454 4278.000 m3 | 15.00000 64170.00| 17.00000 72726.00| 22.00000 94116.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 301-07448 516.000 Mg | 23.46000 12105.36| 16.20000 8359.20| 30.00000 15480.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07491 102.000 Mg | 85.25000 8695.50| 80.00000 8160.00| 65.00000 6630.00 HMA PATCHING, TYPE C | | | 0016 306-08033 2187.000 m2 | 3.25000 7107.75| 2.00000 4374.00| 4.50000 9841.50 MILLING, ASPHALT, 25 mm | | | 0017 401-06264 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0018 401-07328 1796.000 Mg | 50.00000 89800.00| 49.00000 88004.00| 60.00000 107760.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0019 401-07398 2890.000 Mg | 38.00000 109820.00| 37.00000 106930.00| 40.00000 115600.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07408 4461.000 Mg | 34.00000 151674.00| 33.10000 147659.10| 40.00000 178440.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 401-07429 2554.000 Mg | 44.00000 112376.00| 43.10000 110077.40| 40.00000 102160.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0022 402-07452 1274.000 Mg | 40.00000 50960.00| 38.80000 49431.20| 45.00000 57330.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0023 406-05520 20.000 Mg | 106.56000 2131.20| 100.00000 2000.00| 200.00000 4000.00 ASPHALT FOR TACK COAT | | | 0024 604-07894 60.000 m2 | 110.00000 6600.00| 175.80000 10548.00| 80.00000 4800.00 CURB RAMP, CONCRETE, A | | | 0025 604-07896 56.000 m2 | 120.42000 6743.52| 177.15000 9920.40| 80.00000 4480.00 CURB RAMP, CONCRETE, B | | | 0026 604-07902 80.000 m2 | 150.00000 12000.00| 185.00000 14800.00| 80.00000 6400.00 CURB RAMP, CONCRETE, H | | | 0027 604-91531 1823.000 m2 | 25.95000 47306.85| 32.75000 59703.25| 35.00000 63805.00 SIDEWALK, CONCRETE, 100 mm | | | 0028 605-05524 2.000 m | 532.78000 1065.56| 500.00000 1000.00| 750.00000 1500.00 CENTER CURB, A, HMA | | | 0029 605-06150 1678.000 m | 44.01000 73848.78| 41.00000 68798.00| 40.00000 67120.00 CURB AND GUTTER, C, CONCRETE | | | 0030 605-06155 100.000 m | 84.48000 8448.00| 97.70000 9770.00| 40.00000 4000.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 611-05330 1670.000 m2 | 40.69000 67952.30| 45.70000 76319.00| 40.00000 66800.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06505 6.000 EACH | 426.23000 2557.38| 420.00000 2520.00| 400.00000 2400.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06527 2.000 EACH | 319.67000 639.34| 315.00000 630.00| 300.00000 600.00 MONUMENT, SECTION CORNER | | | 0034 621-06567 351.000 kL | 1.07000 375.57| 1.05000 368.55| 1.00000 351.00 WATER | | | 0035 621-06575 19371.000 m2 | 2.96000 57338.16| 2.90000 56175.90| 2.80000 54238.80 SODDING, NURSERY | | | 0036 715-05048 1747.000 m | 7.56000 13207.32| 9.40000 16421.80| 9.10000 15897.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 4.000 m | 72.12000 288.48| 51.45000 205.80| 50.00000 200.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05149 740.000 m | 89.98000 66585.20| 80.00000 59200.00| 85.00000 62900.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 199.000 m | 103.09000 20514.91| 131.00000 26069.00| 130.00000 25870.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 58.000 m | 111.99000 6495.42| 113.00000 6554.00| 140.00000 8120.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 110.000 m | 158.06000 17386.60| 219.00000 24090.00| 200.00000 22000.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 660.000 m | 182.00000 120120.00| 190.00000 125400.00| 250.00000 165000.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05168 40.000 m | 91.42000 3656.80| 138.00000 5520.00| 85.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0044 715-46000 7.000 EACH | 147.05000 1029.35| 217.00000 1519.00| 250.00000 1750.00 PIPE END SECTION, 300 mm | | | 0045 715-46005 1.000 EACH | 147.05000 147.05| 189.00000 189.00| 280.00000 280.00 PIPE END SECTION, 375 mm | | | 0046 715-46030 1.000 EACH | 852.45000 852.45| 420.00000 420.00| 530.00000 530.00 PIPE END SECTION, 750 mm | | | 0047 718-06531 1.000 EACH | 690.56000 690.56| 682.50000 682.50| 660.00000 660.00 OUTLET PROTECTOR, 3 | | | 0048 718-06532 1000.000 m | 3.20000 3200.00| 3.50000 3500.00| 3.40000 3400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0049 718-52610 396.000 m3 | 41.24000 16331.04| 43.05000 17047.80| 41.00000 16236.00 AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 3427.000 m2 | 1.64000 5620.28| 2.00000 6854.00| 1.80000 6168.60 GEOTEXTILES FOR UNDERDRAIN | | | 0051 720-04666 1.000 EACH | 1139.98000 1139.98| 1549.00000 1549.00| 1800.00000 1800.00 CATCH BASIN M13 | | | 0052 720-44000 7.000 EACH | 316.50000 2215.50| 265.00000 1855.00| 400.00000 2800.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 720-45030 1.000 EACH | 950.04000 950.04| 1040.00000 1040.00| 1300.00000 1300.00 INLET, E7 | | | 0054 720-45045 8.000 EACH | 1189.79000 9518.32| 1326.00000 10608.00| 1600.00000 12800.00 INLET, J10 | | | 0055 720-45055 5.000 EACH | 1189.79000 5948.95| 1362.00000 6810.00| 1600.00000 8000.00 INLET, M10 | | | 0056 720-45250 1.000 EACH | 1309.13000 1309.13| 1431.00000 1431.00| 1700.00000 1700.00 CATCH BASIN, K10 | | | 0057 720-45270 7.000 EACH | 861.80000 6032.60| 773.00000 5411.00| 1100.00000 7700.00 PIPE CATCH BASIN, 450 mm | | | 0058 720-45410 3.000 EACH | 1806.15000 5418.45| 2362.00000 7086.00| 2300.00000 6900.00 MANHOLE, C4 | | | 0059 720-95409 1.000 EACH | 2689.08000 2689.08| 3246.00000 3246.00| 3400.00000 3400.00 MANHOLE, J4, MODIFIED | | | 0060 720-95422 4.000 EACH | 2689.08000 10756.32| 3354.00000 13416.00| 3500.00000 14000.00 MANHOLE, J4 | | | 0061 720-98555 2.000 EACH | 1579.79000 3159.58| 1960.00000 3920.00| 2100.00000 4200.00 INLET, C15 | | | 0062 720-98687 3.000 EACH | 1272.11000 3816.33| 1400.00000 4200.00| 1700.00000 5100.00 CATCH BASIN, M10 | | | 0063 720-99417 2.000 EACH | 1700.20000 3400.40| 2120.00000 4240.00| 2100.00000 4200.00 CATCH BASIN, C15 | | | 0064 801-04308 4.000 EACH | 159.83000 639.32| 157.50000 630.00| 100.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 4484.000 m | 0.28000 1255.52| 0.27000 1210.68| 0.65000 2914.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 447.000 m | 3.20000 1430.40| 3.15000 1408.05| 4.00000 1788.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06218 18.000 m | 20.41000 367.38| 20.11000 361.98| 20.00000 360.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0068 801-06625 21.000 EACH | 72.46000 1521.66| 71.40000 1499.40| 61.00000 1281.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 4.000 EACH | 100.16000 400.64| 98.00000 392.00| 91.00000 364.00 CONSTRUCTION SIGN, A | | | 0070 801-06710 180.000 DAY | 11.72000 2109.60| 7.35000 1323.00| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP | 32000.00000 32000.00| 50483.00000 50483.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 801-07119 32.000 m | 29.30000 937.60| 28.80000 921.60| 20.00000 640.00 BARRICADE, III-B | | | 0073 805-01815 4.000 EACH | 1843.43000 7373.72| 1816.50000 7266.00| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0074 805-01842 4.000 EACH | 873.76000 3495.04| 871.50000 3486.00| 750.00000 3000.00 HANDHOLE, SIGNAL | | | 0075 805-01844 200.000 m | 44.75000 8950.00| 15.40000 3080.00| 44.00000 8800.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0076 805-02152 8.000 EACH | 484.83000 3878.64| 477.75000 3822.00| 380.00000 3040.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0077 805-02457 16.000 EACH | 554.09000 8865.44| 703.50000 11256.00| 500.00000 8000.00 LOOP DETECTOR, QUADRAPOLE, 1800 mm X | | | 6100 mm | | | 0078 805-78109 1.000 EACH | 13639.25000 13639.25| 13440.00000 13440.00| 14000.00000 14000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0079 805-78205 2.000 EACH | 777.86000 1555.72| 766.50000 1533.00| 830.00000 1660.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0080 805-78230 6.000 EACH | 1236.06000 7416.36| 1218.00000 7308.00| 1300.00000 7800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78415 4.000 EACH | 1395.89000 5583.56| 1407.00000 5628.00| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH | 266.39000 1065.56| 262.50000 1050.00| 210.00000 840.00 DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH | 447.54000 447.54| 441.00000 441.00| 510.00000 510.00 SIGNAL SERVICE | | | 0084 805-78467 25.000 m | 6.82000 170.50| 6.70000 167.50| 1.25000 31.25 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78485 246.000 m | 5.97000 1468.62| 5.90000 1451.40| 0.91000 223.86 SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 287.000 m | 6.29000 1805.23| 6.20000 1779.40| 0.97000 278.39 SIGNAL CABLE, 7C 14GA. | | | 0087 805-78500 172.000 m | 7.35000 1264.20| 7.25000 1247.00| 1.15000 197.80 SIGNAL CABLE, 11C 14GA. | | | 0088 805-78510 451.000 m | 4.02000 1813.02| 3.90000 1758.90| 0.75000 338.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 805-78785 8.000 EACH | 660.65000 5285.20| 661.50000 5292.00| 790.00000 6320.00 SIGNAL DETECTOR HOUSING | | | 0090 805-78925 1.000 EACH | 1097.53000 1097.53| 1081.50000 1081.50| 920.00000 920.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 3.000 EACH | 2877.03000 8631.09| 2835.00000 8505.00| 2900.00000 8700.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-81060 1.000 EACH | 3090.14000 3090.14| 3045.00000 3045.00| 3500.00000 3500.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0093 805-96121 8.000 EACH | 182.21000 1457.68| 179.55000 1436.40| 120.00000 960.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0094 805-96261 890.000 m | 8.84000 7867.60| 8.70000 7743.00| 8.70000 7743.00 FIBER OPTIC CABLE, AERIAL INTERCONNECT, | | | 6 PAIR | | | 0095 808-06701 362.000 m | 1.07000 387.34| 1.05000 380.10| 0.98000 354.76 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0096 808-06703 684.000 m | 0.80000 547.20| 0.80000 547.20| 0.98000 670.32 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0097 808-75245 3343.000 m | 0.70000 2340.10| 0.70000 2340.10| 0.98000 3276.14 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0098 808-75297 45.000 m | 8.52000 383.40| 8.40000 378.00| 10.00000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0099 808-75300 160.000 m | 4.00000 640.00| 3.95000 632.00| 3.30000 528.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0100 808-75320 6.000 EACH | 52.21000 313.26| 51.45000 308.70| 51.00000 306.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 6.000 EACH | 57.54000 345.24| 56.70000 340.20| 61.00000 366.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,715,605.53| $ 1,756,775.51| $ 1,822,330.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,715,605.53| $ 1,756,775.51| $ 1,822,330.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 13,742,476.40 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 14,178,036.60 103.1694% 3 35-1134435 FOERTSCH CONSTRUCTION $ 15,790,927.52 114.9060% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 16,452,751.68 119.7219% 5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 17,365,864.90 126.3663% 6 35-0958970 LUTGRING BROTHERS, INC. $ 18,351,081.65 133.5355% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION 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 | 110000.00000 110000.00| 185000.00000 185000.00| 383000.00000 383000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1400.00000 33600.00| 1700.00000 40800.00| 1700.00000 40800.00 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 | 650000.00000 650000.00| 710000.00000 710000.00| 786000.00000 786000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 250000.00000 250000.00| 280000.00000 280000.00| 315000.00000 315000.00 CLEARING RIGHT OF WAY | | | 0007 202-01261 4.000 EACH | 350.00000 1400.00| 1250.00000 5000.00| 350.00000 1400.00 TESTING FOR ASBESTOS | | | 0008 202-02241 593.000 m | 5.80000 3439.40| 8.00000 4744.00| 7.40000 4388.20 GUARDRAIL, REMOVE | | | 0009 202-02286 1.000 EACH | 17500.00000 17500.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0010 202-02286 1.000 EACH | 8000.00000 8000.00| 4000.00000 4000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-02286 1.000 EACH | 7500.00000 7500.00| 4000.00000 4000.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0012 202-03000 LUMP | 600.00000 600.00| 15000.00000 15000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0013 202-03000 LUMP | 400.00000 400.00| 8000.00000 8000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0014 202-03000 LUMP | 200.00000 200.00| 8000.00000 8000.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0015 202-03000 LUMP | 100.00000 100.00| 5000.00000 5000.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0016 202-03000 LUMP | 250.00000 250.00| 10000.00000 10000.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0017 202-03000 LUMP | 1.00000 1.00| 2000.00000 2000.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0018 202-03135 383.000 m2 | 1.00000 383.00| 21.50000 8234.50| 5.00000 1915.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0019 202-51328 LUMP | 29000.00000 29000.00| 15000.00000 15000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0020 202-51330 LUMP | 5600.00000 5600.00| 2000.00000 2000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 64 | | | 0021 202-74075 1.000 EACH | 2500.00000 2500.00| 2000.00000 2000.00| 2489.45000 2489.45 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0022 202-96133 302.000 m | 50.00000 15100.00| 60.00000 18120.00| 50.00000 15100.00 PIPE, REMOVE | | | 0023 203-02020 373611.000 m3 | 3.55000 1326319.05| 3.10000 1158194.10| 3.40000 1270277.40 EXCAVATION, UNCLASSIFIED | | | 0024 203-02020 146113.000 m3 | 1.00000 146113.00| 2.50000 365282.50| 2.98000 435416.74 EXCAVATION, UNCLASSIFIED STOCKPILED | | | MATERIAL | | | 0025 203-02070 634007.000 m3 | 3.55000 2250724.85| 4.10000 2599428.70| 4.46000 2827671.22 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0026 204-02290 20.000 EACH | 500.00000 10000.00| 1100.00000 22000.00| 1750.00000 35000.00 SETTLEMENT PLATE | | | 0027 205-06930 12.000 Mg | 50.00000 600.00| 52.00000 624.00| 50.00000 600.00 SPLASHPAD, RIPRAP | | | 0028 205-06931 303.000 Mg | 35.00000 10605.00| 25.00000 7575.00| 22.50000 6817.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06933 1.000 EACH | 75.00000 75.00| 65.00000 65.00| 250.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06936 118.000 Mg | 45.00000 5310.00| 25.00000 2950.00| 25.00000 2950.00 TEMPORARY SEDIMENT TRAP | | | 0031 205-06937 6345.000 m | 4.28000 27156.60| 4.35000 27600.75| 6.00000 38070.00 TEMPORARY SILT FENCE | | | 0032 205-06938 622.000 m | 13.00000 8086.00| 25.00000 15550.00| 16.50000 10263.00 TEMPORARY SLOPE DRAIN | | | 0033 206-51215 214.000 m3 | 79.00000 16906.00| 75.00000 16050.00| 90.00000 19260.00 EXCAVATION, X | | | 0034 206-51220 174.000 m3 | 64.00000 11136.00| 75.00000 13050.00| 202.00000 35148.00 EXCAVATION, WET | | | 0035 207-08262 44470.000 m2 | 3.70000 164539.00| 4.00000 177880.00| 4.42000 196557.40 SUBGRADE TREATMENT, TYPE I | | | 0036 207-08263 36760.000 m2 | 3.90000 143364.00| 3.90000 143364.00| 4.42000 162479.20 SUBGRATE TREATMENT, TYPE IA | | | 0037 207-08264 3140.000 m2 | 3.90000 12246.00| 3.00000 9420.00| 3.91000 12277.40 SUBGRADE TREATMENT, TYPE II | | | 0038 207-08266 4820.000 m2 | 2.75000 13255.00| 2.00000 9640.00| 4.52000 21786.40 SUBGRADE TREATMENT, TYPE III | | | 0039 207-08267 600.000 m2 | 5.00000 3000.00| 6.00000 3600.00| 4.52000 2712.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0041 211-02050 16764.000 m3 | 31.00000 519684.00| 18.00000 301752.00| 22.00000 368808.00 B BORROW | | | 0042 211-06467 123.000 m3 | 35.00000 4305.00| 45.00000 5535.00| 45.00000 5535.00 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-07454 21858.000 m3 | 31.00000 677598.00| 28.00000 612024.00| 22.50000 491805.00 STRUCTURE BACKFILL | | | 0044 301-07448 26069.000 Mg | 14.50000 378000.50| 16.00000 417104.00| 16.15000 421014.35 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 302-07455 147.000 m3 | 40.00000 5880.00| 40.00000 5880.00| 45.00000 6615.00 DENSE GRADED SUBBASE | | | 0046 303-07449 55.000 Mg | 25.00000 1375.00| 18.00000 990.00| 30.00000 1650.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 306-08036 3770.000 m2 | 2.30000 8671.00| 3.00000 11310.00| 2.20000 8294.00 MILLING, ASPHALT, 50 mm | | | 0048 306-08043 550.000 m2 | 4.00000 2200.00| 2.00000 1100.00| 8.00000 4400.00 MILLING, TRANSITION | | | 0049 401-06264 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 5600.00000 5600.00 PROFILOGRAPH, HMA | | | 0050 401-07320 2550.000 Mg | 35.00000 89250.00| 38.50000 98175.00| 38.00000 96900.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0051 401-07327 4031.000 Mg | 40.00000 161240.00| 38.50000 155193.50| 38.00000 153178.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0052 401-07328 2675.000 Mg | 45.00000 120375.00| 48.50000 129737.50| 48.00000 128400.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0053 401-07397 6668.000 Mg | 42.00000 280056.00| 34.00000 226712.00| 33.50000 223378.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0054 401-07398 4781.000 Mg | 43.00000 205583.00| 37.50000 179287.50| 37.00000 176897.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0055 401-07406 7887.000 Mg | 34.00000 268158.00| 31.00000 244497.00| 30.80000 242919.60 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0056 401-07423 8325.000 Mg | 34.00000 283050.00| 31.00000 258075.00| 30.80000 256410.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0057 401-07424 9394.000 Mg | 33.00000 310002.00| 32.25000 302956.50| 32.00000 300608.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0058 401-07429 9648.000 Mg | 31.00000 299088.00| 32.00000 308736.00| 31.50000 303912.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0059 402-07432 476.000 Mg | 46.00000 21896.00| 50.50000 24038.00| 50.00000 23800.00 HMA SURFACE, TYPE A | | | 0060 402-07433 297.000 Mg | 45.00000 13365.00| 50.50000 14998.50| 50.00000 14850.00 HMA SURFACE, TYPE B | | | 0061 402-07435 800.000 Mg | 44.00000 35200.00| 35.50000 28400.00| 35.00000 28000.00 HMA INTERMEDIATE, TYPE A | | | 0062 402-07438 900.000 Mg | 43.00000 38700.00| 35.50000 31950.00| 35.00000 31500.00 HMA INTERMEDIATE, TYPE B | | | 0063 404-05511 526.000 m2 | 3.00000 1578.00| 7.00000 3682.00| 6.50000 3419.00 SEAL COAT, 2 | | | 0064 404-05514 2290.000 m2 | 4.00000 9160.00| 7.00000 16030.00| 6.50000 14885.00 SEAL COAT, 5 | | | 0065 405-05517 50.000 Mg | 400.00000 20000.00| 400.00000 20000.00| 350.00000 17500.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 406-05520 93.000 Mg | 200.00000 18600.00| 250.00000 23250.00| 230.00000 21390.00 ASPHALT FOR TACK COAT | | | 0067 601-01522 12.000 EACH | 1700.00000 20400.00| 1450.00000 17400.00| 1400.00000 16800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0068 601-01625 2.000 EACH | 1325.00000 2650.00| 1750.00000 3500.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0069 601-01740 2.000 EACH | 1840.00000 3680.00| 1950.00000 3900.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0070 601-05071 1.000 EACH | 2050.00000 2050.00| 1950.00000 1950.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0071 601-06854 1.000 EACH | 2500.00000 2500.00| 2325.00000 2325.00| 2300.00000 2300.00 GUARDRAIL, W-BEAM, NESTED | | | 0072 601-06856 2.000 EACH | 250.00000 500.00| 260.00000 520.00| 250.00000 500.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0073 601-07023 7.000 EACH | 4000.00000 28000.00| 4450.00000 31150.00| 4400.00000 30800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0074 601-94689 13.000 EACH | 2250.00000 29250.00| 2450.00000 31850.00| 2400.00000 31200.00 GUARDRAIL END TREATMENT, OS | | | 0075 601-99105 953.000 m | 47.00000 44791.00| 50.00000 47650.00| 47.00000 44791.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0076 602-06639 202.000 m | 105.00000 21210.00| 80.00000 16160.00| 125.00000 25250.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0077 602-06729 64.000 EACH | 7.00000 448.00| 8.00000 512.00| 7.00000 448.00 BARRIER DELINEATOR | | | 0078 603-04160 2.000 EACH | 2475.00000 4950.00| 1800.00000 3600.00| 1760.00000 3520.00 FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | DOUBLE GATE | | | 0079 603-06040 3815.000 m | 18.00000 68670.00| 14.00000 53410.00| 13.60000 51884.00 FENCE, FARM FIELD, 1190 mm | | | 0082 606-07484 13380.000 m | 0.52000 6957.60| 0.55000 7359.00| 0.71000 9499.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0083 609-06259 952.000 m2 | 50.00000 47600.00| 73.00000 69496.00| 75.00000 71400.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0084 610-07486 1182.000 Mg | 50.00000 59100.00| 76.00000 89832.00| 75.00000 88650.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 611-06497 10.000 EACH | 165.00000 1650.00| 135.00000 1350.00| 130.00000 1300.00 MAILBOX ASSEMBLY, SINGLE | | | 0086 611-06498 5.000 EACH | 215.00000 1075.00| 185.00000 925.00| 180.00000 900.00 MAILBOX ASSEMBLY, DOUBLE | | | 0087 615-06490 177.000 EACH | 107.00000 18939.00| 115.00000 20355.00| 110.00000 19470.00 RIGHT OF WAY MARKER | | | 0088 615-06505 46.000 EACH | 400.00000 18400.00| 380.00000 17480.00| 375.00000 17250.00 MONUMENT, B | | | 0089 615-06510 14.000 EACH | 350.00000 4900.00| 200.00000 2800.00| 200.00000 2800.00 MONUMENT, C | | | 0090 615-06527 2.000 EACH | 450.00000 900.00| 200.00000 400.00| 200.00000 400.00 MONUMENT, SECTION CORNER | | | 0091 616-02320 16810.000 m2 | 1.40000 23534.00| 2.25000 37822.50| 1.30000 21853.00 GEOTEXTILES | | | 0092 616-03142 5.000 EACH | 1100.00000 5500.00| 1400.00000 7000.00| 2000.00000 10000.00 ROCK DEFLECTOR | | | 0093 616-05688 3764.000 Mg | 20.00000 75280.00| 24.00000 90336.00| 23.25000 87513.00 RIPRAP, CLASS 1 | | | 0094 616-05689 2889.000 Mg | 20.00000 57780.00| 29.00000 83781.00| 28.00000 80892.00 RIPRAP, CLASS 2 | | | 0095 616-06405 3880.000 Mg | 19.00000 73720.00| 21.00000 81480.00| 16.50000 64020.00 RIPRAP, REVETMENT | | | 0096 616-06451 2707.000 Mg | 19.00000 51433.00| 21.00000 56847.00| 20.00000 54140.00 RIPRAP, UNIFORM | | | 0097 621-01004 6.000 EACH | 635.00000 3810.00| 650.00000 3900.00| 200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0098 621-02770 1655.000 m2 | 5.25000 8688.75| 5.30000 8771.50| 6.00000 9930.00 EROSION CONTROL BLANKET | | | 0099 621-04258 144.000 kg | 75.88000 10926.72| 80.00000 11520.00| 55.00000 7920.00 SEED MIXTURE , NS | | | 0100 621-06545 23.000 Mg | 525.00000 12075.00| 530.00000 12190.00| 385.00000 8855.00 FERTILIZER | | | 0101 621-06553 4191.000 kg | 5.70000 23888.70| 5.75000 24098.25| 4.51000 18901.41 SEED MIXTURE, R | | | 0102 621-06557 1637.000 kg | 4.00000 6548.00| 4.00000 6548.00| 4.29000 7022.73 SEED MIXTURE, T | | | 0103 621-06565 161.000 Mg | 400.00000 64400.00| 410.00000 66010.00| 330.00000 53130.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 621-06567 340.000 kL | 1.00000 340.00| 1.00000 340.00| 2.60000 884.00 WATER | | | 0105 621-06574 14755.000 m2 | 3.00000 44265.00| 3.00000 44265.00| 3.18000 46920.90 SODDING | | | 0106 621-06575 4090.000 m2 | 3.00000 12270.00| 3.00000 12270.00| 3.18000 13006.20 SODDING, NURSERY | | | 0107 621-07618 36755.000 m2 | 8.50000 312417.50| 8.75000 321606.25| 8.35000 306904.25 COMPOST SOIL BLANKET | | | 0108 622-52436 18.000 EACH | 31.00000 558.00| 30.00000 540.00| 30.00000 540.00 SIGN, DO NOT MOW OR SPRAY | | | 0109 622-91786 1535.000 EACH | 6.85000 10514.75| 7.00000 10745.00| 6.00000 9210.00 SEEDLING | | | 0110 701-91792 34.000 EACH | 75.00000 2550.00| 86.00000 2924.00| 150.00000 5100.00 PILE TIP, STEEL H | | | 0111 701-92043 27.000 m | 825.00000 22275.00| 475.00000 12825.00| 1800.00000 48600.00 CORED HOLE IN ROCK, 457 mm | | | 0112 701-95780 608.000 m | 105.00000 63840.00| 130.00000 79040.00| 220.00000 133760.00 PILE, STEEL H, HP 310 X 110 | | | 0113 702-51005 82.000 m3 | 550.00000 45100.00| 460.00000 37720.00| 545.00000 44690.00 CONCRETE, A, SUBSTRUCTURE | | | 0114 702-51015 69.000 m3 | 300.00000 20700.00| 230.00000 15870.00| 400.00000 27600.00 CONCRETE, B, FOOTINGS | | | 0115 702-51863 140.000 EACH | 12.00000 1680.00| 10.00000 1400.00| 9.52000 1332.80 FIELD DRILLED HOLE IN CONCRETE | | | 0116 702-90915 42.000 m3 | 200.00000 8400.00| 200.00000 8400.00| 450.00000 18900.00 CONCRETE, A | | | 0117 703-51030 20233.000 kg | 1.00000 20233.00| 1.50000 30349.50| 1.60000 32372.80 REINFORCING STEEL | | | 0118 703-51032 67098.000 kg | 1.50000 100647.00| 1.50000 100647.00| 1.80000 120776.40 REINFORCING STEEL, EPOXY COATED | | | 0119 704-51002 348.000 m3 | 475.00000 165300.00| 560.00000 194880.00| 625.00000 217500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0120 706-05732 12.000 EACH | 1100.00000 13200.00| 1010.00000 12120.00| 1200.00000 14400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0121 706-06347 18.000 m | 250.00000 4500.00| 250.00000 4500.00| 444.00000 7992.00 RAILING, CF-1 | | | 0122 706-51020 26.000 m3 | 445.00000 11570.00| 455.00000 11830.00| 526.00000 13676.00 CONCRETE, C, RAILING | | | 0123 707-05984 285.000 m | 555.00000 158175.00| 485.00000 138225.00| 603.00000 171855.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 709-51821 LUMP | 4000.00000 4000.00| 3800.00000 3800.00| 4525.49000 4525.49 SURFACE SEAL , STR. NO. 1 | | | 0125 709-51821 LUMP | 3830.00000 3830.00| 3800.00000 3800.00| 3663.38000 3663.38 SURFACE SEAL , STR. NO. 2 | | | 0126 709-51821 LUMP | 5450.00000 5450.00| 5400.00000 5400.00| 4808.00000 4808.00 SURFACE SEAL , STR. NO. 3 | | | 0127 713-91028 LUMP | 14310.66000 14310.66| 38000.00000 38000.00| 20000.00000 20000.00 TEMPORARY RUNAROUND | | | 0128 714-01634 34.000 m | 1100.00000 37400.00| 1450.00000 49300.00| 1148.00000 39032.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0129 714-06319 32.000 m | 2500.00000 80000.00| 2700.00000 86400.00| 2490.00000 79680.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1500 mm | | | 0130 714-06660 337.000 m2 | 510.00000 171870.00| 525.00000 176925.00| 665.00000 224105.00 WINGWALL | | | 0131 714-26702 36.000 m | 700.00000 25200.00| 850.00000 30600.00| 926.00000 33336.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0132 714-26708 137.000 m | 1150.00000 157550.00| 1350.00000 184950.00| 1427.00000 195499.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0133 715-02397 1.000 EACH | 2000.00000 2000.00| 1300.00000 1300.00| 1368.38000 1368.38 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0134 715-03476 2.000 EACH | 1400.00000 2800.00| 600.00000 1200.00| 750.00000 1500.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0135 715-03584 1.000 EACH | 1100.00000 1100.00| 475.00000 475.00| 538.48000 538.48 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0136 715-05024 26.000 m | 180.00000 4680.00| 410.00000 10660.00| 1.00000 26.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0137 715-05048 12955.000 m | 8.00000 103640.00| 6.00000 77730.00| 6.75000 87446.25 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0138 715-05053 2079.000 m | 28.00000 58212.00| 29.00000 60291.00| 28.75000 59771.25 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0139 715-05163 96.000 m | 360.00000 34560.00| 450.00000 43200.00| 1.00000 96.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0140 715-05407 250.000 m | 22.00000 5500.00| 12.00000 3000.00| 25.00000 6250.00 PIPE, END BENT DRAIN, 150 mm | | | 0141 715-05428 23.000 m | 320.00000 7360.00| 300.00000 6900.00| 240.00000 5520.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 715-05595 9.000 m | 115.00000 1035.00| 140.00000 1260.00| 120.00000 1080.00 PIPE EXTENSION, CIRCULAR, 375 mm , RCP, | | | II, D0.3=50 | | | 0143 715-05596 67.000 m | 122.00000 8174.00| 165.00000 11055.00| 115.00000 7705.00 PIPE EXTENSION, CIRCULAR, 450 mm , RCP, | | | II, D0.3=50 | | | 0144 715-05596 10.000 m | 122.00000 1220.00| 200.00000 2000.00| 140.00000 1400.00 PIPE EXTENSION, CIRCULAR, 450 mm , RCP, | | | II, D0.3=60 | | | 0145 715-05597 16.000 m | 145.00000 2320.00| 145.00000 2320.00| 165.00000 2640.00 PIPE EXTENSION, CIRCULAR, 600 mm , RCP, | | | II, D0.3=50 | | | 0146 715-05757 12.000 m | 235.00000 2820.00| 325.00000 3900.00| 320.00000 3840.00 PIPE EXTENSION, CIRCULAR, 900 mm , RCP, | | | II, D0.3=50 | | | 0147 715-05767 28.000 m | 100.00000 2800.00| 275.00000 7700.00| 140.00000 3920.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0148 715-05841 4.000 EACH | 1750.00000 7000.00| 1150.00000 4600.00| 863.71000 3454.84 CONCRETE ANCHOR, 1500 mm | | | 0149 715-05842 2.000 EACH | 1650.00000 3300.00| 1000.00000 2000.00| 1426.13000 2852.26 CONCRETE ANCHOR, 1050 mm | | | 0150 715-05908 52.000 m | 370.00000 19240.00| 640.00000 33280.00| 900.00000 46800.00 PIPE EXTENSION, CIRCULAR, 1500 mm , RCP | | | II, D0.3=50 | | | 0151 715-06004 3.000 EACH | 1900.00000 5700.00| 1050.00000 3150.00| 735.00000 2205.00 CONCRETE ANCHOR, 1200 mm | | | 0152 715-06337 9.000 m | 300.00000 2700.00| 385.00000 3465.00| 550.00000 4950.00 PIPE EXTENSION, CIRCULAR, 1200 mm , RCP | | | II, D0.3=50 | | | 0153 715-06337 16.000 m | 300.00000 4800.00| 350.00000 5600.00| 550.00000 8800.00 PIPE EXTENSION, CIRCULAR, 1200 mm , RCP | | | III, D0.3=65 | | | 0154 715-06492 2.000 EACH | 2200.00000 4400.00| 1300.00000 2600.00| 830.00000 1660.00 CONCRETE ANCHOR, 1350 mm | | | 0155 715-06504 118.000 m | 75.00000 8850.00| 120.00000 14160.00| 95.00000 11210.00 PIPE, RCP, II, D0.3=50, 375 mm | | | 0156 715-06506 70.000 m | 75.00000 5250.00| 135.00000 9450.00| 95.00000 6650.00 PIPE, RCP, II, D0.3=60, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 715-06508 64.000 m | 110.00000 7040.00| 200.00000 12800.00| 165.00000 10560.00 PIPE, RCP, II, D0.3=50, 600 mm | | | 0158 715-06512 68.000 m | 170.00000 11560.00| 210.00000 14280.00| 225.00000 15300.00 PIPE, RCP, II, D0.3=50, 900 mm | | | 0159 715-06690 6.000 m | 72.00000 432.00| 180.00000 1080.00| 160.00000 960.00 PIPE, RCP, III, D0.3=75, 300 mm | | | 0160 715-08319 138.000 m | 275.00000 37950.00| 310.00000 42780.00| 650.00000 89700.00 PIPE, REINFORCED CONCRETE, IV, D0.3=125 | | | 1350 mm | | | 0161 715-08321 32.000 m | 230.00000 7360.00| 325.00000 10400.00| 430.00000 13760.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 1050 mm | | | 0162 715-08322 85.000 m | 185.00000 15725.00| 310.00000 26350.00| 295.00000 25075.00 PIPE, REINFORCED CONCRETE, IV, D0.3=100 | | | 900 mm | | | 0163 715-46000 2.000 EACH | 190.00000 380.00| 250.00000 500.00| 435.00000 870.00 PIPE END SECTION, 300 mm | | | 0164 715-46005 21.000 EACH | 210.00000 4410.00| 300.00000 6300.00| 455.00000 9555.00 PIPE END SECTION, 375 mm | | | 0165 715-46010 12.000 EACH | 265.00000 3180.00| 375.00000 4500.00| 505.00000 6060.00 PIPE END SECTION, 450 mm | | | 0166 715-46020 11.000 EACH | 390.00000 4290.00| 625.00000 6875.00| 575.00000 6325.00 PIPE END SECTION, 600 mm | | | 0167 715-46040 8.000 EACH | 1000.00000 8000.00| 1200.00000 9600.00| 975.00000 7800.00 PIPE END SECTION, 900 mm | | | 0168 715-97836 1.000 EACH | 4000.00000 4000.00| 2600.00000 2600.00| 3000.00000 3000.00 GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0169 716-07635 26.000 m | 1700.00000 44200.00| 2300.00000 59800.00| 4000.00000 104000.00 PIPE INSTALLATION, TRENCHLESS, 900 mm | | | 0170 716-07727 96.000 m | 2975.00000 285600.00| 4200.00000 403200.00| 6000.00000 576000.00 PIPE INSTALLATION, TRENCHLESS, 1500 mm | | | 0171 718-06529 9.000 EACH | 450.00000 4050.00| 440.00000 3960.00| 450.00000 4050.00 OUTLET PROTECTOR, 2 | | | 0172 718-06531 110.000 EACH | 400.00000 44000.00| 415.00000 45650.00| 650.00000 71500.00 OUTLET PROTECTOR, 3 | | | 0173 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0174 718-52610 3226.000 m3 | 31.00000 100006.00| 25.00000 80650.00| 29.50000 95167.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 718-99153 25670.000 m2 | 1.50000 38505.00| 1.00000 25670.00| 1.10000 28237.00 GEOTEXTILES FOR UNDERDRAIN | | | 0176 720-45030 1.000 EACH | 1600.00000 1600.00| 1000.00000 1000.00| 1372.00000 1372.00 INLET, E7 | | | 0177 723-06927 42.000 m | 4600.00000 193200.00| 4700.00000 197400.00| 4440.00000 186480.00 STRUCTURE, PRECAST THREE-SIDED, , 6710 | | | mm X 3050 mm | | | 0178 723-06927 24.000 m | 5875.00000 141000.00| 5200.00000 124800.00| 5526.00000 132624.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3660 mm | | | 0179 723-06927 7.000 m | 9800.00000 68600.00| 8300.00000 58100.00| 6729.00000 47103.00 STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 3660 mm | | | 0180 723-08358 9.000 m | 4800.00000 43200.00| 5300.00000 47700.00| 4825.00000 43425.00 STRUCTURE, PRECAST THREE-SIDED, 3960 mm | | | X 2130 mm | | | 0181 731-93945 2588.000 m2 | 150.00000 388200.00| 128.00000 331264.00| 153.00000 395964.00 FACE PANELS, CONCRETE | | | 0182 731-93946 2588.000 m2 | 56.00000 144928.00| 35.00000 90580.00| 55.00000 142340.00 WALL ERECTION | | | 0183 731-93947 309.000 m | 45.00000 13905.00| 40.00000 12360.00| 48.00000 14832.00 LEVELING PAD, CONCRETE | | | 0184 732-07653 92.000 Mg | 17.00000 1564.00| 30.00000 2760.00| 25.00000 2300.00 COARSE AGGREGATE, NO. 8 | | | 0185 801-04308 34.000 EACH | 375.00000 12750.00| 35.00000 1190.00| 395.00000 13430.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06203 10530.000 m | 0.40000 4212.00| 0.38000 4001.40| 0.66000 6949.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0187 801-06207 20710.000 m | 3.50000 72485.00| 2.50000 51775.00| 3.00000 62130.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0188 801-06640 37.000 EACH | 250.00000 9250.00| 170.00000 6290.00| 185.00000 6845.00 CONSTRUCTION SIGN, A | | | 0189 801-06645 4.000 EACH | 65.00000 260.00| 80.00000 320.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0190 801-06775 LUMP | 120000.00000 120000.00| 100000.00000 100000.00| 379900.00000 379900.00 MAINTAINING TRAFFIC | | | 0191 801-07118 320.000 m | 64.00000 20480.00| 50.00000 16000.00| 82.50000 26400.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0192 801-07119 7.000 m | 64.00000 448.00| 65.00000 455.00| 100.00000 700.00 BARRICADE, III-B | | | 0193 802-05701 229.000 m | 40.00000 9160.00| 37.00000 8473.00| 32.67000 7481.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0194 802-05702 18.000 m | 36.00000 648.00| 37.00000 666.00| 32.05000 576.90 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-76025 10.000 m2 | 170.00000 1700.00| 210.00000 2100.00| 192.61000 1926.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0196 802-76035 56.000 m2 | 161.00000 9016.00| 140.00000 7840.00| 214.12000 11990.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0197 802-76040 3.000 m2 | 215.00000 645.00| 260.00000 780.00| 235.64000 706.92 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0198 808-03178 26.000 EACH | 85.00000 2210.00| 85.00000 2210.00| 177.00000 4602.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0199 808-03179 18.000 EACH | 125.00000 2250.00| 130.00000 2340.00| 227.00000 4086.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0200 808-06701 858.000 m | 0.80000 686.40| 0.85000 729.30| 0.85000 729.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0201 808-06703 1102.000 m | 0.79000 870.58| 0.80000 881.60| 0.85000 936.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0202 808-06713 15980.000 m | 0.79000 12624.20| 0.80000 12784.00| 0.38000 6072.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0203 808-06716 6040.000 m | 0.75000 4530.00| 0.75000 4530.00| 3.00000 18120.00 LINE, REMOVE | | | 0204 808-75240 1520.000 m | 0.80000 1216.00| 0.85000 1292.00| 0.85000 1292.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0205 808-75245 12600.000 m | 0.79000 9954.00| 0.80000 10080.00| 0.85000 10710.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0206 808-75290 292.000 m | 10.40000 3036.80| 11.00000 3212.00| 9.51000 2776.92 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1875662 |( 3 ) 35-1134435 |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 808-75297 79.000 m | 10.40000 821.60| 11.00000 869.00| 12.79000 1010.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0208 808-75996 435.000 EACH | 5.00000 2175.00| 4.00000 1740.00| 10.30000 4480.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0209 808-75998 1025.000 EACH | 17.70000 18142.50| 18.25000 18706.25| 17.70000 18142.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0210 808-92027 2394.000 m | 3.46000 8283.24| 3.50000 8379.00| 2.26000 5410.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0211 203-04984 1200.000 m3 | 21.00000 25200.00| 7.00000 8400.00| 25.00000 30000.00 EXCAVATION , STREAM BED MATERIAL | | | 0212 210-08384 600.000 m | 10.00000 6000.00| 10.25000 6150.00| 9.15000 5490.00 COMPOST FILTER SOCK | | | 0213 723-08381 16.000 m | 4600.00000 73600.00| 5000.00000 80000.00| 5880.00000 94080.00 STRUCTURE, PRECAST THREE-SIDED, 3660 MM | | | X 2130 MM | | | 0214 601-02800 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00 GUARDRAIL TRANSITION, TGT | | | SECTION TOTALS | $ 13,742,476.40| $ 14,178,036.60| $ 15,790,927.52 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,742,476.40| $ 14,178,036.60| $ 15,790,927.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, 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 | 251000.00000 251000.00| 273900.00000 273900.00| 281000.00000 281000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2200.00000 52800.00| 1675.00000 40200.00| 1965.00000 47160.00 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 | 827200.00000 827200.00| 850000.00000 850000.00| 915000.00000 915000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 224200.00000 224200.00| 375063.00000 375063.00| 363000.00000 363000.00 CLEARING RIGHT OF WAY | | | 0007 202-01261 4.000 EACH | 380.00000 1520.00| 350.00000 1400.00| 350.00000 1400.00 TESTING FOR ASBESTOS | | | 0008 202-02241 593.000 m | 8.00000 4744.00| 6.32000 3747.76| 7.40000 4388.20 GUARDRAIL, REMOVE | | | 0009 202-02286 1.000 EACH | 14600.00000 14600.00| 29181.00000 29181.00| 26758.00000 26758.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0010 202-02286 1.000 EACH | 1970.00000 1970.00| 10183.00000 10183.00| 9338.00000 9338.00 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0011 202-02286 1.000 EACH | 1970.00000 1970.00| 14726.00000 14726.00| 13503.00000 13503.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0012 202-03000 LUMP | 17000.00000 17000.00| 4624.00000 4624.00| 7200.00000 7200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0013 202-03000 LUMP | 20900.00000 20900.00| 4691.00000 4691.00| 6800.00000 6800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0014 202-03000 LUMP | 2650.00000 2650.00| 4691.00000 4691.00| 2800.00000 2800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0015 202-03000 LUMP | 2450.00000 2450.00| 4691.00000 4691.00| 1200.00000 1200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0016 202-03000 LUMP | 11000.00000 11000.00| 4691.00000 4691.00| 3300.00000 3300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 202-03000 LUMP | 1950.00000 1950.00| 4691.00000 4691.00| 320.00000 320.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0018 202-03135 383.000 m2 | 3.50000 1340.50| 3.35000 1283.05| 3.31000 1267.73 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0019 202-51328 LUMP | 22900.00000 22900.00| 21077.00000 21077.00| 19325.00000 19325.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0020 202-51330 LUMP | 3250.00000 3250.00| 14426.00000 14426.00| 13435.00000 13435.00 PRESENT STRUCTURE, REMOVE , STR. NO. 64 | | | 0021 202-74075 1.000 EACH | 3000.00000 3000.00| 1682.90000 1682.90| 3745.00000 3745.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0022 202-96133 302.000 m | 39.00000 11778.00| 38.95000 11762.90| 32.25000 9739.50 PIPE, REMOVE | | | 0023 203-02020 373611.000 m3 | 5.23000 1953985.53| 4.75000 1774652.25| 5.25000 1961457.75 EXCAVATION, UNCLASSIFIED | | | 0024 203-02020 146113.000 m3 | 2.50000 365282.50| 4.25000 620980.25| 5.05000 737870.65 EXCAVATION, UNCLASSIFIED STOCKPILED | | | MATERIAL | | | 0025 203-02070 634007.000 m3 | 5.41000 3429977.87| 5.85000 3708940.95| 6.30000 3994244.10 BORROW | | | 0026 204-02290 20.000 EACH | 950.00000 19000.00| 2025.00000 40500.00| 2275.00000 45500.00 SETTLEMENT PLATE | | | 0027 205-06930 12.000 Mg | 35.00000 420.00| 28.00000 336.00| 30.00000 360.00 SPLASHPAD, RIPRAP | | | 0028 205-06931 303.000 Mg | 25.00000 7575.00| 25.35000 7681.05| 25.50000 7726.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06933 1.000 EACH | 125.00000 125.00| 95.00000 95.00| 110.00000 110.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06936 118.000 Mg | 20.00000 2360.00| 30.00000 3540.00| 24.50000 2891.00 TEMPORARY SEDIMENT TRAP | | | 0031 205-06937 6345.000 m | 4.30000 27283.50| 4.13000 26204.85| 4.13000 26204.85 TEMPORARY SILT FENCE | | | 0032 205-06938 622.000 m | 16.50000 10263.00| 20.00000 12440.00| 25.35000 15767.70 TEMPORARY SLOPE DRAIN | | | 0033 206-51215 214.000 m3 | 131.00000 28034.00| 147.00000 31458.00| 135.00000 28890.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 206-51220 174.000 m3 | 19.50000 3393.00| 17.89000 3112.86| 16.40000 2853.60 EXCAVATION, WET | | | 0035 207-08262 44470.000 m2 | 5.60000 249032.00| 5.60000 249032.00| 6.50000 289055.00 SUBGRADE TREATMENT, TYPE I | | | 0036 207-08263 36760.000 m2 | 4.50000 165420.00| 4.00000 147040.00| 4.00000 147040.00 SUBGRATE TREATMENT, TYPE IA | | | 0037 207-08264 3140.000 m2 | 5.70000 17898.00| 2.50000 7850.00| 2.99000 9388.60 SUBGRADE TREATMENT, TYPE II | | | 0038 207-08266 4820.000 m2 | 7.25000 34945.00| 2.25000 10845.00| 2.65000 12773.00 SUBGRADE TREATMENT, TYPE III | | | 0039 207-08267 600.000 m2 | 8.00000 4800.00| 5.00000 3000.00| 5.69000 3414.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0041 211-02050 16764.000 m3 | 23.80000 398983.20| 26.23000 439719.72| 24.05000 403174.20 B BORROW | | | 0042 211-06467 123.000 m3 | 55.60000 6838.80| 31.89000 3922.47| 29.24000 3596.52 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-07454 21858.000 m3 | 22.00000 480876.00| 26.44000 577925.52| 24.66000 539018.28 STRUCTURE BACKFILL | | | 0044 301-07448 26069.000 Mg | 17.00000 443173.00| 13.38000 348803.22| 12.22000 318563.18 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 302-07455 147.000 m3 | 69.30000 10187.10| 34.96000 5139.12| 30.58000 4495.26 DENSE GRADED SUBBASE | | | 0046 303-07449 55.000 Mg | 31.50000 1732.50| 23.38000 1285.90| 30.00000 1650.00 COMPACTED AGGREGATE, NO. 73 | | | 0047 306-08036 3770.000 m2 | 3.15000 11875.50| 1.50000 5655.00| 2.08000 7841.60 MILLING, ASPHALT, 50 mm | | | 0048 306-08043 550.000 m2 | 7.40000 4070.00| 2.12000 1166.00| 6.93000 3811.50 MILLING, TRANSITION | | | 0049 401-06264 LUMP | 5900.00000 5900.00| 5600.00000 5600.00| 5600.00000 5600.00 PROFILOGRAPH, HMA | | | 0050 401-07320 2550.000 Mg | 39.90000 101745.00| 38.00000 96900.00| 38.00000 96900.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0051 401-07327 4031.000 Mg | 39.90000 160836.90| 38.00000 153178.00| 38.00000 153178.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0052 401-07328 2675.000 Mg | 50.40000 134820.00| 48.00000 128400.00| 48.00000 128400.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0053 401-07397 6668.000 Mg | 35.18000 234580.24| 33.50000 223378.00| 33.50000 223378.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0054 401-07398 4781.000 Mg | 38.85000 185741.85| 37.00000 176897.00| 37.00000 176897.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 401-07406 7887.000 Mg | 32.34000 255065.58| 30.80000 242919.60| 30.80000 242919.60 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0056 401-07423 8325.000 Mg | 32.34000 269230.50| 30.80000 256410.00| 30.80000 256410.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0057 401-07424 9394.000 Mg | 33.60000 315638.40| 32.00000 300608.00| 32.00000 300608.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0058 401-07429 9648.000 Mg | 33.08000 319155.84| 31.50000 303912.00| 31.50000 303912.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0059 402-07432 476.000 Mg | 52.50000 24990.00| 50.00000 23800.00| 50.00000 23800.00 HMA SURFACE, TYPE A | | | 0060 402-07433 297.000 Mg | 52.50000 15592.50| 50.00000 14850.00| 50.00000 14850.00 HMA SURFACE, TYPE B | | | 0061 402-07435 800.000 Mg | 36.75000 29400.00| 35.00000 28000.00| 35.00000 28000.00 HMA INTERMEDIATE, TYPE A | | | 0062 402-07438 900.000 Mg | 36.75000 33075.00| 35.00000 31500.00| 35.00000 31500.00 HMA INTERMEDIATE, TYPE B | | | 0063 404-05511 526.000 m2 | 6.83000 3592.58| 6.50000 3419.00| 6.50000 3419.00 SEAL COAT, 2 | | | 0064 404-05514 2290.000 m2 | 6.83000 15640.70| 6.50000 14885.00| 6.50000 14885.00 SEAL COAT, 5 | | | 0065 405-05517 50.000 Mg | 370.00000 18500.00| 100.00000 5000.00| 350.00000 17500.00 ASPHALT FOR PRIME COAT | | | 0066 406-05520 93.000 Mg | 241.50000 22459.50| 230.00000 21390.00| 230.00000 21390.00 ASPHALT FOR TACK COAT | | | 0067 601-01522 12.000 EACH | 1470.00000 17640.00| 1400.00000 16800.00| 1400.00000 16800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0068 601-01625 2.000 EACH | 1785.00000 3570.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0069 601-01740 2.000 EACH | 1995.00000 3990.00| 1900.00000 3800.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0070 601-05071 1.000 EACH | 1995.00000 1995.00| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0071 601-06854 1.000 EACH | 2415.00000 2415.00| 2300.00000 2300.00| 2300.00000 2300.00 GUARDRAIL, W-BEAM, NESTED | | | 0072 601-06856 2.000 EACH | 262.50000 525.00| 250.00000 500.00| 250.00000 500.00 MODIFIED POSTS, NESTED GUARDRAIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 601-07023 7.000 EACH | 4620.00000 32340.00| 4400.00000 30800.00| 4400.00000 30800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0074 601-94689 13.000 EACH | 2520.00000 32760.00| 2400.00000 31200.00| 2400.00000 31200.00 GUARDRAIL END TREATMENT, OS | | | 0075 601-99105 953.000 m | 49.35000 47030.55| 47.00000 44791.00| 47.00000 44791.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0076 602-06639 202.000 m | 100.00000 20200.00| 97.00000 19594.00| 95.35000 19260.70 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0077 602-06729 64.000 EACH | 7.88000 504.32| 27.00000 1728.00| 7.00000 448.00 BARRIER DELINEATOR | | | 0078 603-04160 2.000 EACH | 1848.00000 3696.00| 1760.00000 3520.00| 1760.00000 3520.00 FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | DOUBLE GATE | | | 0079 603-06040 3815.000 m | 14.25000 54363.75| 13.60000 51884.00| 14.58000 55622.70 FENCE, FARM FIELD, 1190 mm | | | 0082 606-07484 13380.000 m | 0.92000 12309.60| 0.52000 6957.60| 0.56000 7492.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0083 609-06259 952.000 m2 | 83.32000 79320.64| 65.84000 62679.68| 61.50000 58548.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0084 610-07486 1182.000 Mg | 78.75000 93082.50| 75.00000 88650.00| 75.00000 88650.00 HMA FOR APPROACHES, TYPE A | | | 0085 611-06497 10.000 EACH | 135.00000 1350.00| 130.00000 1300.00| 130.00000 1300.00 MAILBOX ASSEMBLY, SINGLE | | | 0086 611-06498 5.000 EACH | 190.00000 950.00| 180.00000 900.00| 180.00000 900.00 MAILBOX ASSEMBLY, DOUBLE | | | 0087 615-06490 177.000 EACH | 115.00000 20355.00| 130.00000 23010.00| 110.00000 19470.00 RIGHT OF WAY MARKER | | | 0088 615-06505 46.000 EACH | 395.00000 18170.00| 640.00000 29440.00| 375.00000 17250.00 MONUMENT, B | | | 0089 615-06510 14.000 EACH | 210.00000 2940.00| 370.00000 5180.00| 200.00000 2800.00 MONUMENT, C | | | 0090 615-06527 2.000 EACH | 210.00000 420.00| 500.00000 1000.00| 370.00000 740.00 MONUMENT, SECTION CORNER | | | 0091 616-02320 16810.000 m2 | 1.25000 21012.50| 1.79000 30089.90| 2.09000 35132.90 GEOTEXTILES | | | 0092 616-03142 5.000 EACH | 425.00000 2125.00| 1843.52000 9217.60| 2035.00000 10175.00 ROCK DEFLECTOR | | | 0093 616-05688 3764.000 Mg | 23.50000 88454.00| 18.84000 70913.76| 23.10000 86948.40 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 616-05689 2889.000 Mg | 25.00000 72225.00| 25.05000 72369.45| 23.35000 67458.15 RIPRAP, CLASS 2 | | | 0095 616-06405 3880.000 Mg | 23.00000 89240.00| 20.00000 77600.00| 21.70000 84196.00 RIPRAP, REVETMENT | | | 0096 616-06451 2707.000 Mg | 25.00000 67675.00| 21.50000 58200.50| 21.00000 56847.00 RIPRAP, UNIFORM | | | 0097 621-01004 6.000 EACH | 210.00000 1260.00| 200.00000 1200.00| 200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0098 621-02770 1655.000 m2 | 6.30000 10426.50| 6.00000 9930.00| 6.00000 9930.00 EROSION CONTROL BLANKET | | | 0099 621-04258 144.000 kg | 57.75000 8316.00| 55.00000 7920.00| 55.00000 7920.00 SEED MIXTURE , NS | | | 0100 621-06545 23.000 Mg | 405.00000 9315.00| 385.00000 8855.00| 385.00000 8855.00 FERTILIZER | | | 0101 621-06553 4191.000 kg | 4.75000 19907.25| 4.51000 18901.41| 4.51000 18901.41 SEED MIXTURE, R | | | 0102 621-06557 1637.000 kg | 4.50000 7366.50| 4.29000 7022.73| 4.29000 7022.73 SEED MIXTURE, T | | | 0103 621-06565 161.000 Mg | 345.00000 55545.00| 330.00000 53130.00| 330.00000 53130.00 MULCHING MATERIAL | | | 0104 621-06567 340.000 kL | 2.70000 918.00| 2.60000 884.00| 2.60000 884.00 WATER | | | 0105 621-06574 14755.000 m2 | 3.35000 49429.25| 4.03000 59462.65| 4.13000 60938.15 SODDING | | | 0106 621-06575 4090.000 m2 | 3.35000 13701.50| 4.03000 16482.70| 4.13000 16891.70 SODDING, NURSERY | | | 0107 621-07618 36755.000 m2 | 8.75000 321606.25| 8.35000 306904.25| 8.35000 306904.25 COMPOST SOIL BLANKET | | | 0108 622-52436 18.000 EACH | 31.50000 567.00| 20.00000 360.00| 50.00000 900.00 SIGN, DO NOT MOW OR SPRAY | | | 0109 622-91786 1535.000 EACH | 6.30000 9670.50| 6.00000 9210.00| 6.00000 9210.00 SEEDLING | | | 0110 701-91792 34.000 EACH | 84.00000 2856.00| 90.22000 3067.48| 90.00000 3060.00 PILE TIP, STEEL H | | | 0111 701-92043 27.000 m | 560.00000 15120.00| 508.91000 13740.57| 472.00000 12744.00 CORED HOLE IN ROCK, 457 mm | | | 0112 701-95780 608.000 m | 110.00000 66880.00| 129.07000 78474.56| 120.45000 73233.60 PILE, STEEL H, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 702-51005 82.000 m3 | 500.00000 41000.00| 705.52000 57852.64| 647.00000 53054.00 CONCRETE, A, SUBSTRUCTURE | | | 0114 702-51015 69.000 m3 | 275.00000 18975.00| 424.59000 29296.71| 390.00000 26910.00 CONCRETE, B, FOOTINGS | | | 0115 702-51863 140.000 EACH | 7.00000 980.00| 12.70000 1778.00| 11.64000 1629.60 FIELD DRILLED HOLE IN CONCRETE | | | 0116 702-90915 42.000 m3 | 510.00000 21420.00| 510.34000 21434.28| 468.00000 19656.00 CONCRETE, A | | | 0117 703-51030 20233.000 kg | 1.66000 33586.78| 1.82000 36824.06| 1.65000 33384.45 REINFORCING STEEL | | | 0118 703-51032 67098.000 kg | 1.82000 122118.36| 1.91000 128157.18| 1.75000 117421.50 REINFORCING STEEL, EPOXY COATED | | | 0119 704-51002 348.000 m3 | 675.00000 234900.00| 613.87000 213626.76| 625.24000 217583.52 CONCRETE, C, SUPERSTRUCTURE | | | 0120 706-05732 12.000 EACH | 800.00000 9600.00| 1413.98000 16967.76| 1296.00000 15552.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0121 706-06347 18.000 m | 570.00000 10260.00| 405.00000 7290.00| 444.00000 7992.00 RAILING, CF-1 | | | 0122 706-51020 26.000 m3 | 675.00000 17550.00| 698.00000 18148.00| 640.00000 16640.00 CONCRETE, C, RAILING | | | 0123 707-05984 285.000 m | 560.00000 159600.00| 514.46000 146621.10| 466.65000 132995.25 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0124 709-51821 LUMP | 4200.00000 4200.00| 3370.00000 3370.00| 3370.00000 3370.00 SURFACE SEAL , STR. NO. 1 | | | 0125 709-51821 LUMP | 4200.00000 4200.00| 3250.00000 3250.00| 3250.00000 3250.00 SURFACE SEAL , STR. NO. 2 | | | 0126 709-51821 LUMP | 5700.00000 5700.00| 5090.00000 5090.00| 5090.00000 5090.00 SURFACE SEAL , STR. NO. 3 | | | 0127 713-91028 LUMP | 42000.00000 42000.00| 44000.00000 44000.00| 38000.00000 38000.00 TEMPORARY RUNAROUND | | | 0128 714-01634 34.000 m | 1650.00000 56100.00| 1429.00000 48586.00| 1600.00000 54400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0129 714-06319 32.000 m | 3010.00000 96320.00| 2825.60000 90419.20| 2850.00000 91200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1500 mm | | | 0130 714-06660 337.000 m2 | 640.00000 215680.00| 497.94000 167805.78| 458.10000 154379.70 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 714-26702 36.000 m | 1175.00000 42300.00| 1025.12000 36904.32| 985.00000 35460.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0132 714-26708 137.000 m | 1675.00000 229475.00| 1420.21000 194568.77| 1545.00000 211665.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0133 715-02397 1.000 EACH | 2130.00000 2130.00| 1036.19000 1036.19| 2360.00000 2360.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0134 715-03476 2.000 EACH | 500.00000 1000.00| 1407.91000 2815.82| 1115.00000 2230.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0135 715-03584 1.000 EACH | 560.00000 560.00| 1156.49000 1156.49| 740.00000 740.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0136 715-05024 26.000 m | 1.00000 26.00| 226.12000 5879.12| 67.00000 1742.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0137 715-05048 12955.000 m | 7.70000 99753.50| 6.10000 79025.50| 6.00000 77730.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0138 715-05053 2079.000 m | 37.00000 76923.00| 35.64000 74095.56| 32.70000 67983.30 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0139 715-05163 96.000 m | 1.00000 96.00| 82.42000 7912.32| 160.00000 15360.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0140 715-05407 250.000 m | 14.70000 3675.00| 13.14000 3285.00| 12.04000 3010.00 PIPE, END BENT DRAIN, 150 mm | | | 0141 715-05428 23.000 m | 346.00000 7958.00| 291.69000 6708.87| 275.00000 6325.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0142 715-05595 9.000 m | 175.00000 1575.00| 233.00000 2097.00| 340.00000 3060.00 PIPE EXTENSION, CIRCULAR, 375 mm , RCP, | | | II, D0.3=50 | | | 0143 715-05596 67.000 m | 160.00000 10720.00| 133.00000 8911.00| 290.00000 19430.00 PIPE EXTENSION, CIRCULAR, 450 mm , RCP, | | | II, D0.3=50 | | | 0144 715-05596 10.000 m | 180.00000 1800.00| 224.00000 2240.00| 425.00000 4250.00 PIPE EXTENSION, CIRCULAR, 450 mm , RCP, | | | II, D0.3=60 | | | 0145 715-05597 16.000 m | 290.00000 4640.00| 232.00000 3712.00| 550.00000 8800.00 PIPE EXTENSION, CIRCULAR, 600 mm , RCP, | | | II, D0.3=50 | | | 0146 715-05757 12.000 m | 260.00000 3120.00| 288.00000 3456.00| 450.00000 5400.00 PIPE EXTENSION, CIRCULAR, 900 mm , RCP, | | | II, D0.3=50 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 715-05767 28.000 m | 165.00000 4620.00| 143.00000 4004.00| 230.00000 6440.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0148 715-05841 4.000 EACH | 1200.00000 4800.00| 1070.00000 4280.00| 1245.00000 4980.00 CONCRETE ANCHOR, 1500 mm | | | 0149 715-05842 2.000 EACH | 830.00000 1660.00| 1144.00000 2288.00| 1060.00000 2120.00 CONCRETE ANCHOR, 1050 mm | | | 0150 715-05908 52.000 m | 540.00000 28080.00| 493.00000 25636.00| 740.00000 38480.00 PIPE EXTENSION, CIRCULAR, 1500 mm , RCP | | | II, D0.3=50 | | | 0151 715-06004 3.000 EACH | 890.00000 2670.00| 1424.00000 4272.00| 1040.00000 3120.00 CONCRETE ANCHOR, 1200 mm | | | 0152 715-06337 9.000 m | 500.00000 4500.00| 416.00000 3744.00| 595.00000 5355.00 PIPE EXTENSION, CIRCULAR, 1200 mm , RCP | | | II, D0.3=50 | | | 0153 715-06337 16.000 m | 490.00000 7840.00| 385.00000 6160.00| 500.00000 8000.00 PIPE EXTENSION, CIRCULAR, 1200 mm , RCP | | | III, D0.3=65 | | | 0154 715-06492 2.000 EACH | 1000.00000 2000.00| 1246.00000 2492.00| 1100.00000 2200.00 CONCRETE ANCHOR, 1350 mm | | | 0155 715-06504 118.000 m | 125.00000 14750.00| 141.83000 16735.94| 127.00000 14986.00 PIPE, RCP, II, D0.3=50, 375 mm | | | 0156 715-06506 70.000 m | 130.00000 9100.00| 108.24000 7576.80| 121.00000 8470.00 PIPE, RCP, II, D0.3=60, 375 mm | | | 0157 715-06508 64.000 m | 170.00000 10880.00| 151.08000 9669.12| 204.00000 13056.00 PIPE, RCP, II, D0.3=50, 600 mm | | | 0158 715-06512 68.000 m | 230.00000 15640.00| 193.00000 13124.00| 290.00000 19720.00 PIPE, RCP, II, D0.3=50, 900 mm | | | 0159 715-06690 6.000 m | 160.00000 960.00| 180.00000 1080.00| 250.00000 1500.00 PIPE, RCP, III, D0.3=75, 300 mm | | | 0160 715-08319 138.000 m | 380.00000 52440.00| 340.50000 46989.00| 464.00000 64032.00 PIPE, REINFORCED CONCRETE, IV, D0.3=125 | | | 1350 mm | | | 0161 715-08321 32.000 m | 315.00000 10080.00| 334.00000 10688.00| 252.00000 8064.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 1050 mm | | | 0162 715-08322 85.000 m | 230.00000 19550.00| 230.00000 19550.00| 238.00000 20230.00 PIPE, REINFORCED CONCRETE, IV, D0.3=100 | | | 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 715-46000 2.000 EACH | 180.00000 360.00| 536.00000 1072.00| 745.00000 1490.00 PIPE END SECTION, 300 mm | | | 0164 715-46005 21.000 EACH | 210.00000 4410.00| 592.00000 12432.00| 930.00000 19530.00 PIPE END SECTION, 375 mm | | | 0165 715-46010 12.000 EACH | 275.00000 3300.00| 585.00000 7020.00| 1225.00000 14700.00 PIPE END SECTION, 450 mm | | | 0166 715-46020 11.000 EACH | 525.00000 5775.00| 745.00000 8195.00| 1565.00000 17215.00 PIPE END SECTION, 600 mm | | | 0167 715-46040 8.000 EACH | 900.00000 7200.00| 969.00000 7752.00| 1985.00000 15880.00 PIPE END SECTION, 900 mm | | | 0168 715-97836 1.000 EACH | 2550.00000 2550.00| 5357.00000 5357.00| 2865.00000 2865.00 GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0169 716-07635 26.000 m | 2150.00000 55900.00| 3106.00000 80756.00| 3500.00000 91000.00 PIPE INSTALLATION, TRENCHLESS, 900 mm | | | 0170 716-07727 96.000 m | 3195.00000 306720.00| 4291.00000 411936.00| 4400.00000 422400.00 PIPE INSTALLATION, TRENCHLESS, 1500 mm | | | 0171 718-06529 9.000 EACH | 500.00000 4500.00| 434.00000 3906.00| 600.00000 5400.00 OUTLET PROTECTOR, 2 | | | 0172 718-06531 110.000 EACH | 440.00000 48400.00| 375.00000 41250.00| 542.00000 59620.00 OUTLET PROTECTOR, 3 | | | 0173 718-06532 2000.000 m | 2.89000 5780.00| 3.00000 6000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0174 718-52610 3226.000 m3 | 26.10000 84198.60| 33.56000 108264.56| 27.16000 87618.16 AGGREGATE FOR UNDERDRAINS | | | 0175 718-99153 25670.000 m2 | 1.05000 26953.50| 1.90000 48773.00| 1.77000 45435.90 GEOTEXTILES FOR UNDERDRAIN | | | 0176 720-45030 1.000 EACH | 1670.12000 1670.12| 1870.00000 1870.00| 2085.00000 2085.00 INLET, E7 | | | 0177 723-06927 42.000 m | 5650.00000 237300.00| 6608.00000 277536.00| 6127.00000 257334.00 STRUCTURE, PRECAST THREE-SIDED, , 6710 | | | mm X 3050 mm | | | 0178 723-06927 24.000 m | 6100.00000 146400.00| 7793.00000 187032.00| 7321.40000 175713.60 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3660 mm | | | 0179 723-06927 7.000 m | 11200.00000 78400.00| 13911.00000 97377.00| 12962.00000 90734.00 STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 3660 mm | | | 0180 723-08358 9.000 m | 7300.00000 65700.00| 10858.00000 97722.00| 10083.40000 90750.60 STRUCTURE, PRECAST THREE-SIDED, 3960 mm | | | X 2130 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 731-93945 2588.000 m2 | 155.70000 402951.60| 161.20000 417185.60| 335.56000 868429.28 FACE PANELS, CONCRETE | | | 0182 731-93946 2588.000 m2 | 48.00000 124224.00| 64.00000 165632.00| 58.65000 151786.20 WALL ERECTION | | | 0183 731-93947 309.000 m | 62.65000 19358.85| 42.80000 13225.20| 34.92000 10790.28 LEVELING PAD, CONCRETE | | | 0184 732-07653 92.000 Mg | 18.25000 1679.00| 21.50000 1978.00| 19.68000 1810.56 COARSE AGGREGATE, NO. 8 | | | 0185 801-04308 34.000 EACH | 700.00000 23800.00| 395.00000 13430.00| 395.00000 13430.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06203 10530.000 m | 0.38000 4001.40| 0.66000 6949.80| 0.66000 6949.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0187 801-06207 20710.000 m | 2.58000 53431.80| 3.00000 62130.00| 9.99000 206892.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0188 801-06640 37.000 EACH | 175.00000 6475.00| 185.00000 6845.00| 185.00000 6845.00 CONSTRUCTION SIGN, A | | | 0189 801-06645 4.000 EACH | 80.00000 320.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0190 801-06775 LUMP | 67500.00000 67500.00| 278231.00000 278231.00| 62000.00000 62000.00 MAINTAINING TRAFFIC | | | 0191 801-07118 320.000 m | 50.00000 16000.00| 82.50000 26400.00| 82.50000 26400.00 BARRICADE, III-A | | | 0192 801-07119 7.000 m | 68.00000 476.00| 100.00000 700.00| 100.00000 700.00 BARRICADE, III-B | | | 0193 802-05701 229.000 m | 38.00000 8702.00| 32.67000 7481.43| 32.67000 7481.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0194 802-05702 18.000 m | 39.00000 702.00| 32.05000 576.90| 32.05000 576.90 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-76025 10.000 m2 | 215.00000 2150.00| 192.61000 1926.10| 192.61000 1926.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0196 802-76035 56.000 m2 | 145.00000 8120.00| 214.12000 11990.72| 214.12000 11990.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0197 802-76040 3.000 m2 | 280.00000 840.00| 235.64000 706.92| 235.64000 706.92 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 808-03178 26.000 EACH | 90.00000 2340.00| 177.00000 4602.00| 177.00000 4602.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0199 808-03179 18.000 EACH | 130.00000 2340.00| 227.00000 4086.00| 227.00000 4086.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0200 808-06701 858.000 m | 0.84000 720.72| 0.85000 729.30| 0.85000 729.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0201 808-06703 1102.000 m | 0.83000 914.66| 0.85000 936.70| 0.85000 936.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0202 808-06713 15980.000 m | 0.83000 13263.40| 0.38000 6072.40| 0.38000 6072.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0203 808-06716 6040.000 m | 0.76000 4590.40| 3.00000 18120.00| 3.00000 18120.00 LINE, REMOVE | | | 0204 808-75240 1520.000 m | 0.84000 1276.80| 0.85000 1292.00| 0.85000 1292.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0205 808-75245 12600.000 m | 0.83000 10458.00| 0.85000 10710.00| 0.85000 10710.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0206 808-75290 292.000 m | 10.92000 3188.64| 9.51000 2776.92| 9.51000 2776.92 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0207 808-75297 79.000 m | 10.92000 862.68| 12.79000 1010.41| 12.79000 1010.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0208 808-75996 435.000 EACH | 10.82000 4706.70| 10.30000 4480.50| 10.30000 4480.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0209 808-75998 1025.000 EACH | 18.59000 19054.75| 17.70000 18142.50| 17.70000 18142.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0210 808-92027 2394.000 m | 3.63000 8690.22| 2.26000 5410.44| 2.26000 5410.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0211 203-04984 1200.000 m3 | 11.00000 13200.00| 4.75000 5700.00| 5.20000 6240.00 EXCAVATION , STREAM BED MATERIAL | | | 0212 210-08384 600.000 m | 9.61000 5766.00| 9.15000 5490.00| 9.15000 5490.00 COMPOST FILTER SOCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 201 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,935,801.51 ROUTE : 145 CALL ORDER : 201 CONTRACT ID : R -27662-A COUNTIES : CRAWFORD LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 35-0958970 |WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0213 723-08381 16.000 m | 4950.00000 79200.00| 7400.00000 118400.00| 6905.50000 110488.00 STRUCTURE, PRECAST THREE-SIDED, 3660 MM | | | X 2130 MM | | | 0214 601-02800 1.000 EACH | 1155.00000 1155.00| 1100.00000 1100.00| 1100.00000 1100.00 GUARDRAIL TRANSITION, TGT | | | SECTION TOTALS | $ 16,452,751.68| $ 17,365,864.90| $ 18,351,081.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,452,751.68| $ 17,365,864.90| $ 18,351,081.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 209 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 20 CALL ORDER : 209 CONTRACT ID : R -27711-B COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,048,755.95 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,138,810.76 108.5868% 3 35-1139301 E & B PAVING, INC. $ 1,177,075.74 112.2354% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,195,504.95 113.9927% ================================================================================================================================================================================================ INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,421.66 ROUTE : 25 CALL ORDER : 221 CONTRACT ID : R -27833-B COUNTIES : FULTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 438,948.80 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 450,104.65 102.5415% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 473,067.00 107.7727% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1817530 |ISOM, JACK CONSTRUCTION CO |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 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 10000.00000 10000.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2000.00000 10000.00| 2000.00000 10000.00| 1500.00000 7500.00 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 | 21000.00000 21000.00| 20000.00000 20000.00| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1800.00000 1800.00| 5000.00000 5000.00| 9300.00000 9300.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 26000.00000 26000.00| 15000.00000 15000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-96133 40.000 LFT | 25.00000 1000.00| 10.00000 400.00| 11.00000 440.00 PIPE, REMOVE | | | 0009 203-02000 1360.000 CYS | 8.00000 10880.00| 8.00000 10880.00| 24.00000 32640.00 EXCAVATION, COMMON | | | 0010 205-06931 32.000 TON | 30.00000 960.00| 25.00000 800.00| 70.00000 2240.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 88.000 TON | 40.00000 3520.00| 25.00000 2200.00| 44.00000 3872.00 TEMPORARY SEDIMENT TRAP | | | 0012 207-08265 1320.000 SYS | 6.85000 9042.00| 9.50000 12540.00| 7.00000 9240.00 SUBGRADE TREATMENT, TYPE IIA | | | 0013 211-07454 233.000 CYS | 11.00000 2563.00| 23.00000 5359.00| 22.00000 5126.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,421.66 ROUTE : 25 CALL ORDER : 221 CONTRACT ID : R -27833-B COUNTIES : FULTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1817530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 213-08058 266.000 CYS | 150.00000 39900.00| 120.00000 31920.00| 80.00000 21280.00 FLOWABLE BACKFILL | | | 0015 301-07448 1185.000 TON | 15.00000 17775.00| 16.00000 18960.00| 15.00000 17775.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08042 2530.000 SYS | 3.00000 7590.00| 4.00000 10120.00| 4.00000 10120.00 MILLING, SCARIFICATION/PROFILE | | | 0017 402-07432 149.000 TON | 64.00000 9536.00| 100.00000 14900.00| 60.00000 8940.00 HMA SURFACE, TYPE A | | | 0018 402-07433 144.000 TON | 59.00000 8496.00| 100.00000 14400.00| 54.00000 7776.00 HMA SURFACE, TYPE B | | | 0019 402-07435 213.000 TON | 57.00000 12141.00| 110.00000 23430.00| 49.00000 10437.00 HMA INTERMEDIATE, TYPE A | | | 0020 402-07438 17.000 TON | 105.00000 1785.00| 100.00000 1700.00| 99.00000 1683.00 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 72.000 TON | 53.00000 3816.00| 65.00000 4680.00| 48.00000 3456.00 HMA BASE, TYPE B | | | 0022 405-05518 991.000 SYS | 2.00000 1982.00| 1.50000 1486.50| 1.30000 1288.30 ASPHALT FOR PRIME COAT | | | 0023 406-05521 3729.000 SYS | 0.25000 932.25| 0.15000 559.35| 0.10000 372.90 ASPHALT FOR TACK COAT | | | 0024 601-06854 2.000 EACH | 2800.00000 5600.00| 2856.00000 5712.00| 2550.00000 5100.00 GUARDRAIL, W-BEAM, NESTED | | | 0025 601-07023 2.000 EACH | 5900.00000 11800.00| 6050.00000 12100.00| 5400.00000 10800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0026 601-94689 4.000 EACH | 2450.00000 9800.00| 2408.00000 9632.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH | 1300.00000 1300.00| 1200.00000 1200.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 300.000 LFT | 16.00000 4800.00| 16.50000 4950.00| 14.50000 4350.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 615-06490 8.000 EACH | 150.00000 1200.00| 122.00000 976.00| 102.00000 816.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH | 650.00000 1300.00| 700.00000 1400.00| 495.00000 990.00 MONUMENT, B | | | 0031 616-02320 652.000 SYS | 2.50000 1630.00| 4.00000 2608.00| 3.00000 1956.00 GEOTEXTILES | | | 0032 616-05688 529.000 TON | 41.85000 22138.65| 44.00000 23276.00| 70.00000 37030.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,421.66 ROUTE : 25 CALL ORDER : 221 CONTRACT ID : R -27833-B COUNTIES : FULTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1817530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-01004 3.000 EACH | 350.00000 1050.00| 400.00000 1200.00| 200.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02363 5430.000 SYS | 1.10000 5973.00| 0.41000 2226.30| 0.36000 1954.80 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-06548 4.000 LBS | 40.00000 160.00| 30.00000 120.00| 25.00000 100.00 SEED MIXTURE, CV | | | 0036 621-06559 5430.000 SYS | 1.15000 6244.50| 0.65000 3529.50| 0.50000 2715.00 MULCHED SEEDING, R | | | 0037 621-06567 2.000 MG | 1.00000 2.00| 6.00000 12.00| 5.00000 10.00 WATER | | | 0038 621-06574 370.000 SYS | 7.00000 2590.00| 7.00000 2590.00| 5.00000 1850.00 SODDING | | | 0039 715-05169 38.000 LFT | 16.00000 608.00| 25.00000 950.00| 29.00000 1102.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0040 715-05175 38.000 LFT | 38.00000 1444.00| 40.00000 1520.00| 52.00000 1976.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0041 715-46005 2.000 EACH | 150.00000 300.00| 120.00000 240.00| 300.00000 600.00 PIPE END SECTION, 15 IN. | | | 0042 715-46030 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 500.00000 1000.00 PIPE END SECTION, 30 IN. | | | 0043 723-06660 69.000 SYS | 325.00000 22425.00| 380.00000 26220.00| 470.00000 32430.00 WINGWALL | | | 0044 723-07547 54.000 LFT | 1450.00000 78300.00| 1300.00000 70200.00| 1600.00000 86400.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 132 IN. | | | 0045 801-01851 LUMP | 28000.00000 28000.00| 27000.00000 27000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0046 801-06207 6600.000 LFT | 1.00000 6600.00| 1.00000 6600.00| 0.80000 5280.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06218 24.000 LFT | 12.00000 288.00| 12.50000 300.00| 10.00000 240.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0048 801-06639 400.000 LFT | 22.00000 8800.00| 25.00000 10000.00| 42.00000 16800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0049 801-06640 24.000 EACH | 90.00000 2160.00| 110.00000 2640.00| 69.00000 1656.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 4.000 EACH | 35.00000 140.00| 30.00000 120.00| 24.00000 96.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,421.66 ROUTE : 25 CALL ORDER : 221 CONTRACT ID : R -27833-B COUNTIES : FULTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1817530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06775 LUMP | 6800.00000 6800.00| 5000.00000 5000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0052 801-97643 864.000 LFT | 7.00000 6048.00| 6.50000 5616.00| 4.00000 3456.00 TEMPORARY BUZZ STRIPS | | | 0053 808-06712 660.000 LFT | 0.85000 561.00| 0.90000 594.00| 0.65000 429.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 1300.000 LFT | 0.85000 1105.00| 0.90000 1170.00| 0.65000 845.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06716 1960.000 LFT | 0.59000 1156.40| 0.60000 1176.00| 0.45000 882.00 LINE, REMOVE | | | 0056 808-75996 33.000 EACH | 10.00000 330.00| 50.00000 1650.00| 20.00000 660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 33.000 EACH | 75.00000 2475.00| 80.00000 2640.00| 35.00000 1155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 438,948.80| $ 450,104.65| $ 473,067.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 438,948.80| $ 450,104.65| $ 473,067.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 225 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,973.03 ROUTE : 162 264 257 CALL ORDER : 225 CONTRACT ID : R -27972-B COUNTIES : DUBOIS PIKE LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 242,495.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-07038 4.000 MOS | 965.00000 3860.00| | FIELD OFFICE, A | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 12000.00000 12000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 205-06937 300.000 LFT | 3.50000 1050.00| | TEMPORARY SILT FENCE | | | 0005 616-06401 200.000 TON | 34.00000 6800.00| | RIPRAP, DUMPED | | | 0006 725-06859 113.000 LFT | 192.00000 21696.00| | PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0007 725-06862 88.000 LFT | 206.00000 18128.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0008 725-06872 56.000 LFT | 188.00000 10528.00| | PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0009 725-06873 50.000 LFT | 288.00000 14400.00| | PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0010 725-06874 128.000 LFT | 378.00000 48384.00| | PIPE LINER, THERMOPLASTIC, 60 IN. | | | 0011 725-06875 212.000 LFT | 466.00000 98792.00| | PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0012 801-06640 8.000 EACH | 112.00000 896.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP | 5960.00000 5960.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 242,495.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 242,495.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,982.00 ROUTE : 641 CALL ORDER : 231 CONTRACT ID : R -28045-A COUNTIES : VIGO LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 31,980.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 37,200.00 116.3227% 3 30-8027898 BRYAN'S HAULING & EXCAVATING $ 41,699.99 130.3940% 4 35-1127746 S & G EXCAVATING INC $ 41,989.84 131.3003% 5 35-1801998 CLR, INC. $ 47,225.00 147.6704% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 30-8027898 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |BRYAN'S HAULING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 8400.00000 8400.00| 8000.00000 8000.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0002 202-03000 LUMP | 20800.00000 20800.00| 25000.00000 25000.00| 23000.00000 23000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 34 | | | 0003 202-03000 LUMP | 1970.00000 1970.00| 3500.00000 3500.00| 2699.99000 2699.99 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0004 621-06559 1000.000 SYS | 0.81000 810.00| 0.70000 700.00| 2.00000 2000.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 31,980.00| $ 37,200.00| $ 41,699.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 31,980.00| $ 37,200.00| $ 41,699.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,982.00 ROUTE : 641 CALL ORDER : 231 CONTRACT ID : R -28045-A COUNTIES : VIGO LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1127746 |( 5 ) 35-1801998 |( ) |S & G EXCAVATING INC |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 9490.00000 9490.00| 8750.00000 8750.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0002 202-03000 LUMP | 26754.00000 26754.00| 33800.00000 33800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 34 | | | 0003 202-03000 LUMP | 3245.84000 3245.84| 2425.00000 2425.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0004 621-06559 1000.000 SYS | 2.50000 2500.00| 2.25000 2250.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 41,989.84| $ 47,225.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 41,989.84| $ 47,225.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 67 CALL ORDER : 241 CONTRACT ID : R -28046-A COUNTIES : JAY LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/19/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 119,071.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,577.76 ROUTE : 1 CALL ORDER : 301 CONTRACT ID : RS-27535-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 637,695.74 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 641,209.03 100.5509% ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4080.00000 4080.00| 1885.70000 1885.70| CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2000.00000 4000.00| 1779.50000 3559.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 31018.00000 31018.00| 31900.00000 31900.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-07449 1432.000 TON | 20.90000 29928.80| 5.00000 7160.00| COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 1550.000 TON | 48.68000 75454.00| 54.09000 83839.50| HMA PATCHING, TYPE B | | | 0008 304-07493 2118.000 TON | 35.83000 75887.94| 32.32000 68453.76| WIDENING WITH HMA, TYPE B | | | 0009 306-08032 810.000 SYS | 9.07000 7346.70| 18.53000 15009.30| MILLING, TRANSITION | | | 0010 306-08042 51331.000 SYS | 0.50000 25665.50| 0.41000 21045.71| MILLING, SCARIFICATION/PROFILE | | | 0011 401-06264 LUMP | 1400.00000 1400.00| 2250.00000 2250.00| PROFILOGRAPH, HMA | | | 0012 401-07321 4941.000 TON | 33.48000 165424.68| 35.61000 175949.01| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 5647.000 TON | 31.41000 177372.27| 33.52000 189287.44| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,577.76 ROUTE : 1 CALL ORDER : 301 CONTRACT ID : RS-27535-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 30.000 TON | 10.00000 300.00| 125.00000 3750.00| ASPHALT FOR TACK COAT | | | 0015 610-07487 235.000 TON | 63.11000 14830.85| 59.48000 13977.80| HMA FOR APPROACHES, TYPE B | | | 0016 615-06525 4.000 EACH | 225.00000 900.00| 252.04000 1008.16| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-06203 1925.000 LFT | 0.30000 577.50| 0.12000 231.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 1925.000 LFT | 0.70000 1347.50| 0.81000 1559.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 13.000 EACH | 105.00000 1365.00| 205.00000 2665.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 17453.00000 17453.00| 15258.40000 15258.40| MAINTAINING TRAFFIC | | | 0021 808-06712 4250.000 LFT | 0.12000 510.00| 0.12000 510.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 3850.000 LFT | 0.36000 1386.00| 0.12000 462.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 12050.000 LFT | 0.12000 1446.00| 0.12000 1446.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 637,695.74| $ 641,209.03| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 637,695.74| $ 641,209.03| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,520,731.97 ROUTE : 67 CALL ORDER : 311 CONTRACT ID : RS-27544-A COUNTIES : HENDRICKS MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT MORGAN CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,874,004.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,934,900.00 101.5719% 3 35-1139301 E & B PAVING, INC. $ 4,290,000.00 110.7381% 4 31-4351261 SHELLY & SANDS, INC. $ 4,298,264.06 110.9514% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5500.00000 5500.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 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 | 189000.00000 189000.00| 70486.23000 70486.23| 212500.00000 212500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-07449 6053.000 TON | 12.00000 72636.00| 16.00000 96848.00| 17.00000 102901.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 306-08032 18990.000 SYS | 1.00000 18990.00| 0.90000 17091.00| 0.55000 10444.50 MILLING, TRANSITION | | | 0008 306-08033 388335.000 SYS | 0.75000 291251.25| 0.38000 147567.30| 0.55000 213584.25 MILLING, ASPHALT, 1 IN. | | | 0009 401-06264 LUMP | 3000.00000 3000.00| 10500.00000 10500.00| 12500.00000 12500.00 PROFILOGRAPH, HMA | | | 0010 401-07335 32038.000 TON | 45.00000 1441710.00| 45.00000 1441710.00| 46.25000 1481757.50 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0011 401-07404 53396.000 TON | 28.50000 1521786.00| 33.00000 1762068.00| 33.75000 1802115.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0012 406-05520 188.000 TON | 170.00000 31960.00| 185.00000 34780.00| 150.00000 28200.00 ASPHALT FOR TACK COAT | | | 0013 606-07484 65375.000 LFT | 0.20000 13075.00| 0.20000 13075.00| 0.18000 11767.50 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,520,731.97 ROUTE : 67 CALL ORDER : 311 CONTRACT ID : RS-27544-A COUNTIES : HENDRICKS MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT MORGAN SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07788 2873.000 TON | 65.00000 186745.00| 80.00000 229840.00| 60.00000 172380.00 HMA FOR APPROACHES, TYPE D | | | 0015 615-06525 4.000 EACH | 400.00000 1600.00| 500.00000 2000.00| 575.00000 2300.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 720-44000 16.000 EACH | 260.00000 4160.00| 400.00000 6400.00| 455.00000 7280.00 CASTING, ADJUST TO GRADE | | | 0017 801-06203 8172.000 LFT | 0.20000 1634.40| 1.50000 12258.00| 0.80000 6537.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 8172.000 LFT | 0.93000 7599.96| 1.00000 8172.00| 1.00000 8172.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 34.000 EACH | 99.00000 3366.00| 99.00000 3366.00| 99.00000 3366.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 38000.00000 38000.00| 30000.00000 30000.00| 157603.68000 157603.68 MAINTAINING TRAFFIC | | | 0021 801-07215 200.000 DAY | 37.00000 7400.00| 37.00000 7400.00| 37.00000 7400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 805-02328 6200.000 LFT | 0.30000 1860.00| 0.30000 1860.00| 0.50000 3100.00 SIGNAL CABLE, 1C 14GA. | | | 0023 805-78795 1550.000 LFT | 5.50000 8525.00| 6.00000 9300.00| 5.75000 8912.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 808-06711 20429.000 LFT | 0.10000 2042.90| 0.10000 2042.90| 0.10000 2042.90 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06713 95970.000 LFT | 0.07000 6717.90| 0.07000 6717.90| 0.07000 6717.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 81716.000 LFT | 0.07000 5720.12| 0.07000 5720.12| 0.07000 5720.12 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75008 2600.000 LFT | 0.15000 390.00| 0.15000 390.00| 0.15000 390.00 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0028 808-75015 5200.000 LFT | 0.24000 1248.00| 0.24000 1248.00| 0.24000 1248.00 LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0029 808-75297 1183.000 LFT | 2.35000 2780.05| 2.35000 2780.05| 2.35000 2780.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75320 55.000 EACH | 47.00000 2585.00| 46.50000 2557.50| 46.50000 2557.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 40.000 EACH | 48.00000 1920.00| 48.00000 1920.00| 48.00000 1920.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,520,731.97 ROUTE : 67 CALL ORDER : 311 CONTRACT ID : RS-27544-A COUNTIES : HENDRICKS MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT MORGAN SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06710 200.000 DAY | 6.50000 1300.00| 6.50000 1300.00| 6.50000 1300.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 3,874,004.58| $ 3,934,900.00| $ 4,290,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,874,004.58| $ 3,934,900.00| $ 4,290,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,520,731.97 ROUTE : 67 CALL ORDER : 311 CONTRACT ID : RS-27544-A COUNTIES : HENDRICKS MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT MORGAN SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 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 | 214900.00000 214900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-07449 6053.000 TON | 17.10000 103506.30| | COMPACTED AGGREGATE, NO. 73 | | | 0007 306-08032 18990.000 SYS | 0.75000 14242.50| | MILLING, TRANSITION | | | 0008 306-08033 388335.000 SYS | 0.63000 244651.05| | MILLING, ASPHALT, 1 IN. | | | 0009 401-06264 LUMP | 4000.00000 4000.00| | PROFILOGRAPH, HMA | | | 0010 401-07335 32038.000 TON | 45.75000 1465738.50| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0011 401-07404 53396.000 TON | 33.00000 1762068.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0012 406-05520 188.000 TON | 170.00000 31960.00| | ASPHALT FOR TACK COAT | | | 0013 606-07484 65375.000 LFT | 0.12000 7845.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0014 610-07788 2873.000 TON | 95.00000 272935.00| | HMA FOR APPROACHES, TYPE D | | | 0015 615-06525 4.000 EACH | 500.00000 2000.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 720-44000 16.000 EACH | 500.00000 8000.00| | CASTING, ADJUST TO GRADE | | | 0017 801-06203 8172.000 LFT | 0.75000 6129.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 8172.000 LFT | 1.50000 12258.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 34.000 EACH | 105.00000 3570.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,520,731.97 ROUTE : 67 CALL ORDER : 311 CONTRACT ID : RS-27544-A COUNTIES : HENDRICKS MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT MORGAN SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 92500.00000 92500.00| | MAINTAINING TRAFFIC | | | 0021 801-07215 200.000 DAY | 40.00000 8000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 805-02328 6200.000 LFT | 0.25000 1550.00| | SIGNAL CABLE, 1C 14GA. | | | 0023 805-78795 1550.000 LFT | 6.00000 9300.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 808-06711 20429.000 LFT | 0.11000 2247.19| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06713 95970.000 LFT | 0.07000 6717.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 81716.000 LFT | 0.07000 5720.12| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75008 2600.000 LFT | 0.16000 416.00| | LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0028 808-75015 5200.000 LFT | 0.25000 1300.00| | LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0029 808-75297 1183.000 LFT | 2.50000 2957.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75320 55.000 EACH | 50.00000 2750.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 40.000 EACH | 50.00000 2000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0032 801-06710 200.000 DAY | 15.00000 3000.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 4,298,264.06| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,298,264.06| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,695,272.85 100.0000% 2 35-1139301 E & B PAVING, INC. $ 4,988,886.00 106.2534% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SHOULDER REHABILITATION AND REPAIR | | | 0001 203-02000 19294.000 CYS | 10.01000 193132.94| 4.00000 77176.00| EXCAVATION, COMMON | | | 0002 207-08268 73082.000 SYS | 8.96000 654814.72| 11.25000 822172.50| SUBGRADE TREATMENT, TYPE IV | | | 0003 402-07442 35200.000 TON | 29.86000 1051072.00| 28.60000 1006720.00| HMA BASE, TYPE C | | | 0004 105-06845 LUMP | 16159.04000 16159.04| 18500.00000 18500.00| CONSTRUCTION ENGINEERING | | | 0005 105-06904 1.000 EACH | 1.00000 1.00| 100.00000 100.00| PHONE(SUPERVISOR) | | | 0006 105-06905 3.000 EACH | 1.00000 3.00| 100.00000 300.00| PHONE(INSPECTOR) | | | 0007 105-06906 9.000 MOS | 48.00000 432.00| 200.00000 1800.00| CELLULAR SERVICE(SUPERVISOR) | | | 0008 105-06907 27.000 MOS | 48.00000 1296.00| 50.00000 1350.00| CELLULAR SERVICE(INSPECTOR) | | | 0009 105-07039 9.000 MOS | 1505.67000 13551.03| 1868.50000 16816.50| FIELD OFFICE, B | | | 0010 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0011 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0012 110-01001 LUMP | 234600.00000 234600.00| 250000.00000 250000.00| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-01015 LUMP | 1117.13000 1117.13| 523.00000 523.00| CLEARING AND GRUBBING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-02240 676.000 SYS | 11.33000 7659.08| 5.45000 3684.20| PAVEMENT REMOVAL | | | 0015 202-02241 1382.000 LFT | 2.60000 3593.20| 2.60000 3593.20| GUARDRAIL, REMOVE | | | 0016 202-02260 3.000 EACH | 408.34000 1225.02| 839.00000 2517.00| TREE, 30 IN., REMOVE | | | 0017 202-02264 3.000 EACH | 800.00000 2400.00| 889.00000 2667.00| TREE, 42 IN., REMOVE | | | 0018 202-02271 8.000 EACH | 177.00000 1416.00| 187.30000 1498.40| HEADWALL, REMOVE | | | 0019 202-02278 4527.000 LFT | 10.68000 48348.36| 7.85000 35536.95| CURB, CONCRETE, REMOVE | | | 0020 202-02772 1.000 EACH | 137.84000 137.84| 261.50000 261.50| CASTING, REMOVE | | | 0021 202-03875 3.000 EACH | 315.34000 946.02| 512.00000 1536.00| CONCRETE STEPS, REMOVE | | | 0022 202-52710 716.000 SYS | 15.40000 11026.40| 25.00000 17900.00| SIDEWALK, CONCRETE, REMOVE | | | 0023 202-90747 204.000 LFT | 10.00000 2040.00| 9.00000 1836.00| RETAINING WALL, REMOVE | | | 0024 202-93741 9.000 EACH | 220.65000 1985.85| 160.00000 1440.00| GUARD RAIL END TREATMENT, REMOVE | | | 0025 202-96133 30.000 LFT | 30.64000 919.20| 9.00000 270.00| PIPE, REMOVE | | | 0026 203-02070 400.000 CYS | 0.01000 4.00| 29.70000 11880.00| BORROW | | | 0027 203-02080 1.000 MILE | 8000.00000 8000.00| 23500.00000 23500.00| LINEAR GRADING | | | 0028 211-07454 400.000 CYS | 13.42000 5368.00| 16.70000 6680.00| STRUCTURE BACKFILL | | | 0029 301-07448 240.000 TON | 26.10000 6264.00| 40.15000 9636.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-07449 7000.000 TON | 13.56000 94920.00| 25.00000 175000.00| COMPACTED AGGREGATE, NO. 73 | | | 0031 304-07491 1000.000 TON | 76.72000 76720.00| 66.75000 66750.00| HMA PATCHING, TYPE C | | | 0032 306-08032 9600.000 SYS | 0.01000 96.00| 0.01000 96.00| MILLING, TRANSITION | | | 0033 306-08033 146504.000 SYS | 0.41000 60066.64| 0.60000 87902.40| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 306-08034 15713.000 SYS | 0.87000 13670.31| 0.80000 12570.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0035 401-06264 LUMP | 14035.25000 14035.25| 11500.00000 11500.00| PROFILOGRAPH, HMA | | | 0036 401-07328 20420.000 TON | 29.94000 611374.80| 39.30000 802506.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0037 401-07379 25400.000 TON | 24.32000 617728.00| 29.70000 754380.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0038 402-07452 500.000 TON | 31.37000 15685.00| 45.95000 22975.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0039 406-05520 140.000 TON | 10.00000 1400.00| 100.00000 14000.00| ASPHALT FOR TACK COAT | | | 0040 601-01522 8.000 EACH | 1400.00000 11200.00| 1400.00000 11200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-01700 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-01846 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0043 601-06854 8.000 EACH | 2300.00000 18400.00| 2300.00000 18400.00| GUARDRAIL, W-BEAM, NESTED | | | 0044 601-94689 24.000 EACH | 2400.00000 57600.00| 2400.00000 57600.00| GUARDRAIL END TREATMENT, OS | | | 0045 601-97774 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0046 601-99105 2444.000 LFT | 13.00000 31772.00| 13.00000 31772.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0047 604-06070 716.000 SYS | 42.44000 30387.04| 32.80000 23484.80| SIDEWALK, CONCRETE | | | 0048 604-07894 62.000 SYS | 177.23000 10988.26| 118.00000 7316.00| CURB RAMP, CONCRETE, A | | | 0049 604-07897 11.000 SYS | 185.92000 2045.12| 181.00000 1991.00| CURB RAMP, CONCRETE, C | | | 0050 604-07898 9.000 SYS | 196.94000 1772.46| 232.50000 2092.50| CURB RAMP, CONCRETE, D | | | 0051 604-07901 17.000 SYS | 183.72000 3123.24| 178.00000 3026.00| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 604-07902 71.000 SYS | 168.00000 11928.00| 148.00000 10508.00| CURB RAMP, CONCRETE, H | | | 0053 604-44251 3.000 CYS | 788.58000 2365.74| 409.00000 1227.00| STEPS, CONCRETE | | | 0054 605-06120 4527.000 LFT | 7.00000 31689.00| 15.15000 68584.05| CURB, CONCRETE | | | 0055 610-07488 1475.000 TON | 58.49000 86272.75| 100.00000 147500.00| HMA FOR APPROACHES, TYPE C | | | 0056 611-05330 616.000 SYS | 48.10000 29629.60| 48.90000 30122.40| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0057 615-06527 24.000 EACH | 275.00000 6600.00| 275.00000 6600.00| MONUMENT, SECTION CORNER | | | 0058 616-02320 850.000 SYS | 1.18000 1003.00| 1.80000 1530.00| GEOTEXTILES | | | 0059 616-06405 250.000 TON | 27.04000 6760.00| 34.00000 8500.00| RIPRAP, REVETMENT | | | 0060 616-06451 495.000 TON | 29.49000 14597.55| 34.00000 16830.00| RIPRAP, UNIFORM | | | 0061 621-01004 1.000 EACH | 225.00000 225.00| 225.00000 225.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06559 6000.000 SYS | 0.44000 2640.00| 1.44000 8640.00| MULCHED SEEDING, R | | | 0063 621-06574 1700.000 SYS | 4.30000 7310.00| 7.30000 12410.00| SODDING | | | 0064 715-01354 816.000 LFT | 10.00000 8160.00| 10.25000 8364.00| CLEAN EXISTING PIPE | | | 0065 715-02839 238.000 LFT | 83.89000 19965.82| 83.39000 19846.82| PIPE, POLYETHYLENE LINER, 24 IN. | | | 0066 715-02840 54.000 LFT | 130.74000 7059.96| 130.74000 7059.96| PIPE, POLYETHYLENE LINER, 30 IN. | | | 0067 715-03403 429.000 LFT | 48.61000 20853.69| 48.61000 20853.69| PIPE, POLYETHYLENE LINER, 15 IN. | | | 0068 715-03404 232.000 LFT | 73.51000 17054.32| 73.51000 17054.32| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0069 715-05123 32.000 LFT | 110.36000 3531.52| 103.50000 3312.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0070 715-05149 16.000 LFT | 160.00000 2560.00| 125.00000 2000.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-05151 144.000 LFT | 34.78000 5008.32| 28.25000 4068.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0072 715-46005 4.000 EACH | 451.95000 1807.80| 199.00000 796.00| PIPE END SECTION, 15 IN. | | | 0073 715-46010 2.000 EACH | 525.24000 1050.48| 217.00000 434.00| PIPE END SECTION, 18 IN. | | | 0074 715-46020 4.000 EACH | 511.09000 2044.36| 253.00000 1012.00| PIPE END SECTION, 24 IN. | | | 0075 720-44000 19.000 EACH | 427.09000 8114.71| 261.50000 4968.50| CASTING, ADJUST TO GRADE | | | 0076 720-44015 7.000 EACH | 865.81000 6060.67| 636.50000 4455.50| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0077 720-44020 2.000 EACH | 481.00000 962.00| 581.00000 1162.00| CASTING, 3, FURNISH AND ADJUST TO GRADE | | | 0078 720-44025 1.000 EACH | 628.91000 628.91| 436.00000 436.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0079 720-44296 1.000 EACH | 806.38000 806.38| 361.00000 361.00| CAP INLET | | | 0080 720-45005 1.000 EACH | 2547.11000 2547.11| 946.00000 946.00| INLET, A2 | | | 0081 720-96995 20.000 EACH | 191.18000 3823.60| 130.00000 2600.00| CLEAN INLET | | | 0082 801-01093 16.000 EACH | 628.00000 10048.00| 628.00000 10048.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0083 801-06203 17182.000 LFT | 0.12000 2061.84| 0.40000 6872.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0084 801-06207 8600.000 LFT | 0.72000 6192.00| 1.15000 9890.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0085 801-06640 74.000 EACH | 205.00000 15170.00| 94.00000 6956.00| CONSTRUCTION SIGN, A | | | 0086 801-06645 10.000 EACH | 32.00000 320.00| 32.00000 320.00| CONSTRUCTION SIGN, B | | | 0087 801-06775 LUMP | 356782.78000 356782.78| 60300.00000 60300.00| MAINTAINING TRAFFIC | | | 0088 801-07119 32.000 LFT | 17.90000 572.80| 17.90000 572.80| BARRICADE, III-B | | | 0089 804-06771 138.000 EACH | 25.50000 3519.00| 22.00000 3036.00| DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 321 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,102,637.92 ROUTE : 18 CALL ORDER : 321 CONTRACT ID : RS-27577-A COUNTIES : CARROLL CASS LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT MIAMI SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 805-02653 480.000 LFT | 0.20000 96.00| 1.20000 576.00| SIGNAL CABLE, 14C 14GA. | | | 0091 805-78795 120.000 LFT | 18.00000 2160.00| 14.00000 1680.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0092 808-06713 154018.000 LFT | 0.08000 12321.44| 0.08000 12321.44| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-75240 17071.000 LFT | 0.29000 4950.59| 0.29000 4950.59| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0094 808-75245 29529.000 LFT | 0.22000 6496.38| 0.22000 6496.38| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75297 40.000 LFT | 8.39000 335.60| 8.39000 335.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0096 808-75340 2.000 EACH | 263.00000 526.00| 263.00000 526.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0097 604-07901 94.000 SYS | 97.47000 9162.18| 171.70000 16139.80| CURB RAMP, CONCRETE, G , MODIFIED | | | SECTION TOTALS | $ 4,695,272.85| $ 4,988,886.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 ASPHALT RESURFACE | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,695,272.85| $ 4,988,886.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,155,099.86 ROUTE : 24 CALL ORDER : 331 CONTRACT ID : RS-27579-A COUNTIES : JASPER NEWTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,787,259.03 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,888,766.45 103.6418% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 3196.08000 3196.08| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 169.99000 169.99| 100.00000 100.00| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 169.99000 339.98| 100.00000 200.00| PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 69.99000 419.94| 65.00000 390.00| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 12.000 MOS | 49.99000 599.88| 65.00000 780.00| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 6.000 MOS | 2170.00000 13020.00| 1933.30000 11599.80| FIELD OFFICE, B | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 139358.00000 139358.00| 139725.61000 139725.61| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 2630.000 LFT | 1.65000 4339.50| 1.65000 4339.50| GUARDRAIL, REMOVE | | | 0011 202-02271 22.000 EACH | 207.10000 4556.20| 364.77000 8024.94| HEADWALL, REMOVE | | | 0012 202-02278 4000.000 LFT | 6.60000 26400.00| 4.53000 18120.00| CURB, CONCRETE, REMOVE | | | 0013 202-52710 83.000 SYS | 14.25000 1182.75| 27.17000 2255.11| SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,155,099.86 ROUTE : 24 CALL ORDER : 331 CONTRACT ID : RS-27579-A COUNTIES : JASPER NEWTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-93741 5.000 EACH | 406.80000 2034.00| 302.01000 1510.05| GUARD RAIL END TREATMENT, REMOVE | | | 0015 203-02080 1.000 MILE | 20909.80000 20909.80| 15124.64000 15124.64| LINEAR GRADING | | | 0016 211-07454 300.000 CYS | 19.60000 5880.00| 11.79000 3537.00| STRUCTURE BACKFILL | | | 0017 303-07449 6900.000 TON | 12.05000 83145.00| 11.25000 77625.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07783 350.000 TON | 125.25000 43837.50| 99.23000 34730.50| HMA PATCHING, TYPE D | | | 0019 306-08034 217500.000 SYS | 0.45000 97875.00| 0.10000 21750.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0020 401-06264 LUMP | 3647.20000 3647.20| 1788.04000 1788.04| PROFILOGRAPH, HMA | | | 0021 401-07329 19000.000 TON | 41.70000 792300.00| 45.67000 867730.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0022 401-07399 27000.000 TON | 28.80000 777600.00| 35.29000 952830.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0023 406-05520 75.000 TON | 242.80000 18210.00| 162.74000 12205.50| ASPHALT FOR TACK COAT | | | 0024 601-01128 4.000 EACH | 1060.00000 4240.00| 1060.00000 4240.00| GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01846 1.000 EACH | 1665.00000 1665.00| 1665.00000 1665.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-03578 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0027 601-06854 5.000 EACH | 2600.00000 13000.00| 2600.00000 13000.00| GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 17.000 EACH | 2800.00000 47600.00| 2275.59000 38685.03| GUARDRAIL END TREATMENT, OS 000 | | | 0029 601-97774 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 1040.000 LFT | 14.55000 15132.00| 14.55000 15132.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 604-06070 200.000 SYS | 76.30000 15260.00| 75.06000 15012.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,155,099.86 ROUTE : 24 CALL ORDER : 331 CONTRACT ID : RS-27579-A COUNTIES : JASPER NEWTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-07897 75.000 SYS | 351.80000 26385.00| 146.83000 11012.25| CURB RAMP, CONCRETE, C | | | 0033 605-06120 4440.000 LFT | 10.50000 46620.00| 12.88000 57187.20| CURB, CONCRETE | | | 0034 610-07788 2422.000 TON | 63.10000 152828.20| 69.09000 167335.98| HMA FOR APPROACHES, TYPE D | | | 0035 611-95023 2.000 EACH | 185.00000 370.00| 300.00000 600.00| MAILBOX ASSEMBLY, RESET | | | 0036 612-04315 153.000 TON | 816.00000 124848.00| 816.00000 124848.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0037 612-60410 2360.000 EACH | 6.00000 14160.00| 6.00000 14160.00| DRILLED HOLE FOR UNDERSEAL | | | 0038 615-06520 8.000 EACH | 1025.00000 8200.00| 755.13000 6041.04| MONUMENT, RE-ESTABLISH | | | 0039 621-06559 150.000 SYS | 4.50000 675.00| 4.50000 675.00| MULCHED SEEDING, R | | | 0040 621-06574 695.000 SYS | 6.15000 4274.25| 6.12000 4253.40| SODDING | | | 0041 715-03404 50.000 LFT | 130.80000 6540.00| 120.80000 6040.00| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0042 715-05595 30.000 LFT | 136.20000 4086.00| 90.55000 2716.50| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0043 715-05596 88.000 LFT | 109.60000 9644.80| 60.31000 5307.28| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0044 715-05597 20.000 LFT | 145.50000 2910.00| 97.79000 1955.80| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0045 715-46005 12.000 EACH | 507.40000 6088.80| 203.18000 2438.16| PIPE END SECTION, 15 IN. | | | 0046 715-46010 14.000 EACH | 540.60000 7568.40| 222.12000 3109.68| PIPE END SECTION, 18 IN. | | | 0047 715-46020 4.000 EACH | 740.20000 2960.80| 269.77000 1079.08| PIPE END SECTION, 24 IN. | | | 0048 720-44000 8.000 EACH | 526.50000 4212.00| 515.26000 4122.08| CASTING, ADJUST TO GRADE | | | 0049 801-06203 9920.000 LFT | 0.25000 2480.00| 0.43000 4265.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 5300.000 LFT | 1.00000 5300.00| 0.93000 4929.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,155,099.86 ROUTE : 24 CALL ORDER : 331 CONTRACT ID : RS-27579-A COUNTIES : JASPER NEWTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06640 50.000 EACH | 89.00000 4450.00| 89.00000 4450.00| CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 112632.45000 112632.45| 78399.57000 78399.57| MAINTAINING TRAFFIC | | | 0053 802-05701 1795.500 LFT | 9.80000 17595.90| 9.80000 17595.90| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-05702 672.000 LFT | 11.25000 7560.00| 11.22000 7539.84| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0055 802-07059 250.000 EACH | 2.20000 550.00| 2.19000 547.50| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0056 802-76025 750.000 SFT | 10.40000 7800.00| 10.38000 7785.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 320.000 SFT | 12.15000 3888.00| 12.13000 3881.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 802-76045 67.000 SFT | 12.50000 837.50| 12.50000 837.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0059 808-06703 113626.000 LFT | 0.23000 26133.98| 0.23000 26133.98| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0060 808-75240 12740.000 LFT | 0.23000 2930.20| 0.23000 2930.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 9962.000 LFT | 0.23000 2291.26| 0.23000 2291.26| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75297 100.000 LFT | 4.40000 440.00| 4.40000 440.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0063 808-75300 120.000 LFT | 1.10000 132.00| 1.10000 132.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0064 808-75996 937.000 EACH | 4.50000 4216.50| 4.50000 4216.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 937.000 EACH | 16.25000 15226.25| 16.25000 15226.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,155,099.86 ROUTE : 24 CALL ORDER : 331 CONTRACT ID : RS-27579-A COUNTIES : JASPER NEWTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 306-08043 1175.000 SYS | 4.00000 4700.00| 17.86000 20985.50| MILLING, TRANSITION | | | 0067 621-01004 2.000 EACH | 300.00000 600.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,787,259.03| $ 2,888,766.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,787,259.03| $ 2,888,766.45| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,494,170.21 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,569,238.08 103.0097% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE & SIGNAL INSTALLATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1850.00000 11100.00| 2700.00000 16200.00| FIELD OFFICE, B | | | 0003 105-07577 9.000 MOS | 325.00000 2925.00| 300.00000 2700.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 66000.00000 66000.00| 115000.00000 115000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 1103.000 LFT | 2.62000 2889.86| 1.40000 1544.20| GUARDRAIL, REMOVE | | | 0008 202-52710 49.000 SYS | 25.20000 1234.80| 40.00000 1960.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 6.000 EACH | 192.51000 1155.06| 140.00000 840.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-94749 2764.000 LFT | 1.15000 3178.60| 2.00000 5528.00| CURB, ASPHALT, REMOVE | | | 0011 203-02000 4005.000 CYS | 6.00000 24030.00| 15.50000 62077.50| EXCAVATION, COMMON | | | 0012 203-02080 0.350 MILE | 35000.00000 12250.00| 30000.00000 10500.00| LINEAR GRADING | | | 0013 207-08268 8481.000 SYS | 10.00000 84810.00| 12.40000 105164.40| SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-07449 3686.000 TON | 19.00000 70034.00| 17.00000 62662.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 65.00000 32500.00| 42.00000 21000.00| HMA PATCHING, TYPE C | | | 0016 306-08033 208060.000 SYS | 0.29000 60337.40| 0.34000 70740.40| MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 4430.000 SYS | 2.21000 9790.30| 3.00000 13290.00| MILLING, TRANSITION | | | 0018 401-06264 LUMP | 4500.00000 4500.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0019 401-07328 17831.000 TON | 35.75000 637458.25| 37.00000 659747.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 401-07379 24964.000 TON | 33.25000 830053.00| 30.50000 761402.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0021 401-07413 3732.000 TON | 30.75000 114759.00| 35.00000 130620.00| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0022 406-05520 112.000 TON | 181.25000 20300.00| 220.00000 24640.00| ASPHALT FOR TACK COAT | | | 0023 506-06333 300.000 SYS | 100.00000 30000.00| 70.00000 21000.00| PCCP PATCHING, FULL DEPTH | | | 0024 601-01846 1.000 EACH | 1818.18000 1818.18| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-05999 3.000 EACH | 48.13000 144.39| 40.00000 120.00| CURVED TERMINAL END | | | 0026 601-06035 3212.000 LFT | 5.83000 18725.96| 7.50000 24090.00| GUARDRAIL, RESET | | | 0027 601-07050 4.000 EACH | 1363.64000 5454.56| 1750.00000 7000.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0028 601-94689 3.000 EACH | 2433.16000 7299.48| 2200.00000 6600.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-94690 2.000 EACH | 4465.24000 8930.48| 3300.00000 6600.00| GUARDRAIL END TREATMENT, MS | | | 0030 601-94690 2.000 EACH | 1925.14000 3850.28| 1750.00000 3500.00| GUARDRAIL END TREATMENT, MS , RESET | | | 0031 601-97774 1.000 EACH | 1176.47000 1176.47| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 1312.500 LFT | 15.94000 20921.25| 12.00000 15750.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-99106 150.000 LFT | 27.11000 4066.50| 23.00000 3450.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0034 601-99108 25.000 LFT | 23.74000 593.50| 21.00000 525.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0035 604-07894 9.000 SYS | 241.00000 2169.00| 125.00000 1125.00| CURB RAMP, CONCRETE, A | | | 0036 604-07897 3.000 SYS | 273.00000 819.00| 125.00000 375.00| CURB RAMP, CONCRETE, C | | | 0037 604-07901 22.000 SYS | 238.10000 5238.20| 125.00000 2750.00| CURB RAMP, CONCRETE, G | | | 0038 604-07904 15.000 SYS | 244.20000 3663.00| 125.00000 1875.00| CURB RAMP, CONCRETE, L | | | 0039 605-05523 2764.000 LFT | 2.75000 7601.00| 5.00000 13820.00| CURB, HMA | | | 0040 605-06120 40.000 LFT | 56.37000 2254.80| 40.00000 1600.00| CURB, CONCRETE | | | 0041 605-06205 200.000 LFT | 83.82000 16764.00| 25.00000 5000.00| CENTER CURB, B, CONCRETE | | | 0042 610-07488 609.000 TON | 75.00000 45675.00| 60.00000 36540.00| HMA FOR APPROACHES, TYPE C | | | 0043 612-04315 22.700 TON | 766.00000 17388.20| 766.00000 17388.20| ASPHALT MATERIAL FOR UNDERSEAL | | | 0044 612-05081 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0045 612-60410 448.000 EACH | 6.45000 2889.60| 6.45000 2889.60| DRILLED HOLE FOR UNDERSEAL | | | 0046 615-06520 3.000 EACH | 400.00000 1200.00| 350.00000 1050.00| MONUMENT, RE-ESTABLISH | | | 0047 615-06527 3.000 EACH | 500.00000 1500.00| 500.00000 1500.00| MONUMENT, SECTION CORNER | | | 0048 621-06574 5000.000 SYS | 3.48000 17400.00| 3.25000 16250.00| SODDING | | | 0049 715-01354 3961.000 LFT | 5.13000 20319.93| 8.03000 31806.83| CLEAN EXISTING PIPE | | | 0050 720-44000 41.000 EACH | 305.88000 12541.08| 160.00000 6560.00| CASTING, ADJUST TO GRADE | | | 0051 720-44020 1.000 EACH | 927.91000 927.91| 550.00000 550.00| CASTING, 3, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 720-44040 13.000 EACH | 737.97000 9593.61| 300.00000 3900.00| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0053 720-45005 7.000 EACH | 1901.60000 13311.20| 1200.00000 8400.00| INLET, A2 | | | 0054 720-45010 3.000 EACH | 1789.95000 5369.85| 1200.00000 3600.00| INLET, A3 | | | 0055 720-45055 2.000 EACH | 2169.84000 4339.68| 1500.00000 3000.00| INLET, M10 | | | 0056 720-96995 58.000 EACH | 203.21000 11786.18| 50.00000 2900.00| CLEAN INLET | | | 0057 801-01093 8.000 EACH | 440.64000 3525.12| 510.00000 4080.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0058 801-06203 12764.000 LFT | 0.26000 3318.64| 0.20000 2552.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0059 801-06207 6382.000 LFT | 1.25000 7977.50| 1.67000 10657.94| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0060 801-06640 48.000 EACH | 89.84000 4312.32| 95.00000 4560.00| CONSTRUCTION SIGN, A | | | 0061 801-06710 100.000 DAY | 10.70000 1070.00| 12.00000 1200.00| FLASHING ARROW SIGN | | | 0062 801-06775 LUMP | 15100.00000 15100.00| 52700.00000 52700.00| MAINTAINING TRAFFIC | | | 0063 801-09133 2.000 EACH | 3712.30000 7424.60| 4400.00000 8800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0064 802-05701 240.000 LFT | 11.07000 2656.80| 9.50000 2280.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 44.000 SFT | 10.70000 470.80| 16.60000 730.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 802-76030 16.000 SFT | 10.70000 171.20| 15.50000 248.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0067 802-76035 46.000 SFT | 10.70000 492.20| 17.50000 805.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0068 804-06771 124.000 EACH | 25.58000 3171.92| 14.00000 1736.00| DELINEATOR POST, FLEXIBLE , | | | NON-REFLECTIVE, GREY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 805-01815 4.000 EACH | 1983.96000 7935.84| 1855.00000 7420.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0070 805-01825 3.000 EACH | 128.34000 385.02| 120.00000 360.00| DISCONNECT HANGER, INSTALL | | | 0071 805-01842 8.000 EACH | 577.54000 4620.32| 540.00000 4320.00| HANDHOLE, SIGNAL | | | 0072 805-01844 1100.000 LFT | 10.91000 12001.00| 10.20000 11220.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0073 805-02328 600.000 LFT | 0.24000 144.00| 0.22000 132.00| SIGNAL CABLE, 1C 14GA. | | | 0074 805-06834 1.000 EACH | 7294.12000 7294.12| 6820.00000 6820.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0075 805-78205 6.000 EACH | 673.80000 4042.80| 630.00000 3780.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0076 805-78415 3.000 EACH | 1262.03000 3786.09| 1180.00000 3540.00| SPAN, CATENARY, AND TETHER | | | 0077 805-78445 1.000 EACH | 438.50000 438.50| 410.00000 410.00| SIGNAL SERVICE | | | 0078 805-78467 75.000 LFT | 1.07000 80.25| 1.00000 75.00| SIGNAL CABLE, 3C 8GA. | | | 0079 805-78485 325.000 LFT | 0.94000 305.50| 0.88000 286.00| SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 560.000 LFT | 1.05000 588.00| 0.98000 548.80| SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 3100.000 LFT | 0.71000 2201.00| 0.66000 2046.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78746 6.000 LFT | 16.04000 96.24| 15.00000 90.00| PREFORMED LOOP DETECTORS | | | 0083 805-78785 2.000 EACH | 449.20000 898.40| 420.00000 840.00| SIGNAL DETECTOR HOUSING | | | 0084 805-78795 150.000 LFT | 9.63000 1444.50| 9.00000 1350.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0085 805-78925 1.000 EACH | 631.02000 631.02| 590.00000 590.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0086 805-79020 LUMP | 2459.89000 2459.89| 2300.00000 2300.00| TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,263,017.75 ROUTE : US 35 CALL ORDER : 341 CONTRACT ID : RS-27581-A COUNTIES : LAPORTE LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 805-92504 4.000 EACH | 320.86000 1283.44| 300.00000 1200.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0088 808-06701 16500.000 LFT | 0.30000 4950.00| 0.23000 3795.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0089 808-06703 73131.000 LFT | 0.24000 17551.44| 0.23000 16820.13| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-75245 67056.000 LFT | 0.24000 16093.44| 0.23000 15422.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75297 140.000 LFT | 6.07000 849.80| 6.50000 910.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 4.000 EACH | 83.42000 333.68| 75.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 2.000 EACH | 195.72000 391.44| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0094 808-75996 989.000 EACH | 5.00000 4945.00| 4.00000 3956.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 808-75998 989.000 EACH | 17.38000 17188.82| 16.00000 15824.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 507-07479 200.000 TON | 150.00000 30000.00| 200.00000 40000.00| HMA PARTIAL DEPTH PATCH | | | SECTION TOTALS | $ 2,494,170.21| $ 2,569,238.08| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,494,170.21| $ 2,569,238.08| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,658,608.12 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,812,780.39 109.2953% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,875,009.92 113.0472% 4 35-0997978 PHEND & BROWN, INC. $ 2,124,910.73 128.1141% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 5.000 MOS | 1000.00000 5000.00| 1530.00000 7650.00| 1400.00000 7000.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 82900.00000 82900.00| 90000.00000 90000.00| 93750.00000 93750.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1284.000 LFT | 1.50000 1926.00| 1.50000 1926.00| 1.50000 1926.00 GUARDRAIL, REMOVE | | | 0006 202-02271 19.000 EACH | 159.57000 3031.83| 360.00000 6840.00| 170.00000 3230.00 HEADWALL, REMOVE | | | 0007 202-93741 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 7.200 STA | 911.39000 6562.01| 1400.00000 10080.00| 600.00000 4320.00 LINEAR GRADING | | | 0009 205-06933 19.000 EACH | 65.00000 1235.00| 65.00000 1235.00| 45.00000 855.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 301-07448 396.000 TON | 4.00000 1584.00| 18.70000 7405.20| 13.00000 5148.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 8135.000 TON | 4.00000 32540.00| 0.01000 81.35| 9.00000 73215.00 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 500.000 TON | 40.00000 20000.00| 88.45000 44225.00| 64.00000 32000.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07492 229.000 TON | 45.00000 10305.00| 33.30000 7625.70| 109.00000 24961.00 WIDENING WITH HMA, TYPE A | | | 0014 306-08033 153819.000 SYS | 0.32000 49222.08| 1.00000 153819.00| 0.45000 69218.55 MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 651.000 SYS | 0.33000 214.83| 0.01000 6.51| 1.25000 813.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08037 405.000 SYS | 0.44000 178.20| 6.40000 2592.00| 2.00000 810.00 MILLING, ASPHALT, 3 IN. | | | 0017 306-08043 15209.000 SYS | 0.01000 152.09| 0.01000 152.09| 0.60000 9125.40 MILLING, TRANSITION | | | 0018 401-06264 LUMP | 5000.00000 5000.00| 4150.00000 4150.00| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0019 401-07321 12556.000 TON | 33.00000 414348.00| 32.50000 408070.00| 29.25000 367263.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 25061.000 TON | 31.00000 776891.00| 28.40000 711732.40| 28.00000 701708.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 402-07432 500.000 TON | 23.00000 11500.00| 44.50000 22250.00| 45.00000 22500.00 HMA SURFACE, TYPE A | | | 0022 402-07435 997.000 TON | 23.00000 22931.00| 30.30000 30209.10| 35.00000 34895.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07451 252.000 TON | 23.00000 5796.00| 33.40000 8416.80| 50.00000 12600.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 82.000 TON | 1.00000 82.00| 0.01000 0.82| 250.00000 20500.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 7.000 EACH | 2684.59000 18792.13| 2300.00000 16100.00| 2400.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 1430.000 LFT | 13.00000 18590.00| 13.00000 18590.00| 14.00000 20020.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07486 3123.000 TON | 23.00000 71829.00| 52.80000 164894.40| 49.00000 153027.00 HMA FOR APPROACHES, TYPE A | | | 0029 615-06520 9.000 EACH | 279.08000 2511.72| 205.00000 1845.00| 450.00000 4050.00 MONUMENT, RE-ESTABLISH | | | 0030 616-02320 196.000 SYS | 2.00000 392.00| 3.00000 588.00| 6.55000 1283.80 GEOTEXTILES | | | 0031 616-06405 230.000 TON | 37.47000 8618.10| 27.60000 6348.00| 20.00000 4600.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-05595 24.000 LFT | 194.85000 4676.40| 207.00000 4968.00| 72.00000 1728.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0033 715-05756 33.000 LFT | 122.63000 4046.79| 127.00000 4191.00| 61.00000 2013.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0034 715-46000 11.000 EACH | 313.10000 3444.10| 255.00000 2805.00| 200.00000 2200.00 PIPE END SECTION, 12 IN. | | | 0035 715-46005 8.000 EACH | 313.72000 2509.76| 265.00000 2120.00| 240.00000 1920.00 PIPE END SECTION, 15 IN. | | | 0036 801-06203 9860.000 LFT | 0.18000 1774.80| 0.16000 1577.60| 0.18000 1774.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 4930.000 LFT | 0.75000 3697.50| 0.75000 3697.50| 0.75000 3697.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 48.000 EACH | 65.00000 3120.00| 200.00000 9600.00| 150.00000 7200.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 7200.00000 7200.00| 2150.00000 2150.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0040 802-05704 20.000 LFT | 25.00000 500.00| 25.00000 500.00| 25.00000 500.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0041 802-91122 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 SIGN, GROUND MOUNTED, RESET | | | 0042 804-04435 10.000 EACH | 10.00000 100.00| 5.00000 50.00| 5.00000 50.00 DELINEATOR POST, REMOVE | | | 0043 804-06771 23.000 EACH | 35.00000 805.00| 35.00000 805.00| 35.00000 805.00 DELINEATOR POST, FLEXIBLE | | | 0044 808-06713 98600.000 LFT | 0.08000 7888.00| 0.08000 7888.00| 0.08000 7888.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-75240 4598.000 LFT | 0.23000 1057.54| 0.23000 1057.54| 0.23000 1057.54 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 77746.000 LFT | 0.23000 17881.58| 0.23000 17881.58| 0.23000 17881.58 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75297 13.000 LFT | 22.00000 286.00| 22.00000 286.00| 22.00000 286.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75996 1202.000 EACH | 3.38000 4062.76| 2.45000 2944.90| 1.50000 1803.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75998 1202.000 EACH | 16.95000 20373.90| 16.95000 20373.90| 17.00000 20434.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,658,608.12| $ 1,812,780.39| $ 1,875,009.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,658,608.12| $ 1,812,780.39| $ 1,875,009.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 5.000 MOS | 1700.00000 8500.00| | FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1284.000 LFT | 1.50000 1926.00| | GUARDRAIL, REMOVE | | | 0006 202-02271 19.000 EACH | 250.00000 4750.00| | HEADWALL, REMOVE | | | 0007 202-93741 8.000 EACH | 490.00000 3920.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 7.200 STA | 1200.00000 8640.00| | LINEAR GRADING | | | 0009 205-06933 19.000 EACH | 210.00000 3990.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 301-07448 396.000 TON | 29.00000 11484.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 8135.000 TON | 14.75000 119991.25| | COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 500.000 TON | 61.00000 30500.00| | HMA PATCHING, TYPE B | | | 0013 304-07492 229.000 TON | 58.00000 13282.00| | WIDENING WITH HMA, TYPE A | | | 0014 306-08033 153819.000 SYS | 0.72000 110749.68| | MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 651.000 SYS | 1.80000 1171.80| | MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08037 405.000 SYS | 3.60000 1458.00| | MILLING, ASPHALT, 3 IN. | | | 0017 306-08043 15209.000 SYS | 0.72000 10950.48| | MILLING, TRANSITION | | | 0018 401-06264 LUMP | 15000.00000 15000.00| | PROFILOGRAPH, HMA | | | 0019 401-07321 12556.000 TON | 35.50000 445738.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07390 25061.000 TON | 32.50000 814482.50| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 402-07432 500.000 TON | 42.00000 21000.00| | HMA SURFACE, TYPE A | | | 0022 402-07435 997.000 TON | 41.00000 40877.00| | HMA INTERMEDIATE, TYPE A | | | 0023 402-07451 252.000 TON | 49.00000 12348.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 82.000 TON | 200.00000 16400.00| | ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 7.000 EACH | 3865.00000 27055.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 1430.000 LFT | 13.00000 18590.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07486 3123.000 TON | 55.00000 171765.00| | HMA FOR APPROACHES, TYPE A | | | 0029 615-06520 9.000 EACH | 500.00000 4500.00| | MONUMENT, RE-ESTABLISH | | | 0030 616-02320 196.000 SYS | 3.50000 686.00| | GEOTEXTILES | | | 0031 616-06405 230.000 TON | 29.00000 6670.00| | RIPRAP, REVETMENT | | | 0032 715-05595 24.000 LFT | 200.00000 4800.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0033 715-05756 33.000 LFT | 180.00000 5940.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0034 715-46000 11.000 EACH | 160.00000 1760.00| | PIPE END SECTION, 12 IN. | | | 0035 715-46005 8.000 EACH | 175.00000 1400.00| | PIPE END SECTION, 15 IN. | | | 0036 801-06203 9860.000 LFT | 0.20000 1972.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 4930.000 LFT | 1.10000 5423.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 48.000 EACH | 80.00000 3840.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,043,874.94 ROUTE : SR 205 CALL ORDER : 361 CONTRACT ID : RS-27688-A COUNTIES : WHITLEY LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06775 LUMP | 18000.00000 18000.00| | MAINTAINING TRAFFIC | | | 0040 802-05704 20.000 LFT | 25.00000 500.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0041 802-91122 1.000 EACH | 250.00000 250.00| | SIGN, GROUND MOUNTED, RESET | | | 0042 804-04435 10.000 EACH | 50.00000 500.00| | DELINEATOR POST, REMOVE | | | 0043 804-06771 23.000 EACH | 35.00000 805.00| | DELINEATOR POST, FLEXIBLE | | | 0044 808-06713 98600.000 LFT | 0.08000 7888.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-75240 4598.000 LFT | 0.23000 1057.54| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 77746.000 LFT | 0.23000 17881.58| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75297 13.000 LFT | 22.00000 286.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75996 1202.000 EACH | 3.50000 4207.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 1202.000 EACH | 16.95000 20373.90| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,124,910.73| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,124,910.73| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,505,669.61 ROUTE : 6 CALL ORDER : 371 CONTRACT ID : RS-27693-A COUNTIES : NOBLE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 949,072.09 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,011,875.17 106.6173% 3 35-0997978 PHEND & BROWN, INC. $ 1,293,629.19 136.3046% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 500.00000 3000.00| 1545.00000 9270.00| 1900.00000 11400.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 47000.00000 47000.00| 50000.00000 50000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-90277 12.000 EACH | 200.00000 2400.00| 200.00000 2400.00| 200.00000 2400.00 DETECTOR HOUSING, REMOVE | | | 0006 301-07448 67.000 TON | 4.00000 268.00| 0.01000 0.67| 36.00000 2412.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-07449 2371.000 TON | 1.00000 2371.00| 0.01000 23.71| 20.00000 47420.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07491 200.000 TON | 135.00000 27000.00| 88.00000 17600.00| 145.00000 29000.00 HMA PATCHING, TYPE C | | | 0009 306-08042 156601.000 SYS | 0.33000 51678.33| 1.00000 156601.00| 0.77000 120582.77 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 9553.000 SYS | 0.01000 95.53| 0.01000 95.53| 0.77000 7355.81 MILLING, TRANSITION | | | 0011 401-06264 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0012 401-07320 817.000 TON | 46.00000 37582.00| 46.30000 37827.10| 55.00000 44935.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0013 401-07329 12747.000 TON | 40.00000 509880.00| 30.00000 382410.00| 48.00000 611856.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,505,669.61 ROUTE : 6 CALL ORDER : 371 CONTRACT ID : RS-27693-A COUNTIES : NOBLE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 47.000 TON | 1.00000 47.00| 0.01000 0.47| 230.00000 10810.00 ASPHALT FOR TACK COAT | | | 0015 507-07479 1689.000 TON | 79.00000 133431.00| 48.00000 81072.00| 60.00000 101340.00 HMA PARTIAL DEPTH PATCH | | | 0016 610-07486 1700.000 TON | 23.00000 39100.00| 65.00000 110500.00| 75.00000 127500.00 HMA FOR APPROACHES, TYPE A | | | 0017 615-06527 16.000 EACH | 350.00000 5600.00| 350.00000 5600.00| 500.00000 8000.00 MONUMENT, SECTION CORNER | | | 0018 720-44000 1.000 EACH | 309.67000 309.67| 475.00000 475.00| 850.00000 850.00 CASTING, ADJUST TO GRADE | | | 0019 801-06203 3880.000 LFT | 0.32750 1270.70| 0.17000 659.60| 0.42000 1629.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 3880.000 LFT | 0.68000 2638.40| 0.75000 2910.00| 1.30000 5044.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 45.000 EACH | 65.00000 2925.00| 200.00000 9000.00| 80.00000 3600.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 10200.00000 10200.00| 85765.00000 85765.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0023 805-78470 347.000 LFT | 0.55000 190.85| 2.00000 694.00| 0.55000 190.85 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78785 12.000 EACH | 1000.00000 12000.00| 300.00000 3600.00| 300.00000 3600.00 SIGNAL DETECTOR HOUSING | | | 0025 805-78795 237.000 LFT | 25.00000 5925.00| 20.00000 4740.00| 9.00000 2133.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 808-06703 10313.000 LFT | 0.23000 2371.99| 0.23000 2371.99| 0.23000 2371.99 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0027 808-06705 355.000 LFT | 1.00000 355.00| 1.00000 355.00| 1.00000 355.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0028 808-06713 77604.000 LFT | 0.08000 6208.32| 0.08000 6208.32| 0.15000 11640.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75240 8184.000 LFT | 0.01000 81.84| 0.23000 1882.32| 0.53000 4337.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 38170.000 LFT | 0.23000 8779.10| 0.23000 8779.10| 0.53000 20230.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0031 808-75260 250.000 LFT | 1.50000 375.00| 1.50000 375.00| 1.50000 375.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,505,669.61 ROUTE : 6 CALL ORDER : 371 CONTRACT ID : RS-27693-A COUNTIES : NOBLE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75278 614.000 LFT | 1.50000 921.00| 1.50000 921.00| 1.50000 921.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0033 808-75290 354.000 LFT | 3.00000 1062.00| 3.00000 1062.00| 3.00000 1062.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0034 808-75297 150.000 LFT | 10.00000 1500.00| 3.00000 450.00| 3.00000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75320 19.000 EACH | 55.80000 1060.20| 55.80000 1060.20| 55.80000 1060.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 19.000 EACH | 80.64000 1532.16| 80.64000 1532.16| 85.00000 1615.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 808-75996 885.000 EACH | 5.00000 4425.00| 2.65000 2345.25| 3.80000 3363.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 885.000 EACH | 20.00000 17700.00| 16.95000 15000.75| 16.95000 15000.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 808-92027 5426.000 LFT | 1.00000 5426.00| 1.00000 5426.00| 1.00000 5426.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0040 808-97323 144.000 LFT | 2.50000 360.00| 2.50000 360.00| 2.50000 360.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 949,072.09| $ 1,011,875.17| $ 1,293,629.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 949,072.09| $ 1,011,875.17| $ 1,293,629.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,389,793.24 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,465,444.45 103.1656% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,670,929.38 111.7640% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 3,115,286.00 130.3580% 5 35-0997978 PHEND & BROWN, INC. $ 3,161,765.40 132.3029% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE AND SHOULDER WIDENING | | | 0001 105-07039 10.000 MOS | 500.00000 5000.00| 1365.00000 13650.00| 1850.00000 18500.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 120000.00000 120000.00| 123000.00000 123000.00| 310000.00000 310000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-01000 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 25000.00000 25000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 1700.000 LFT | 1.60000 2720.00| 1.60000 2720.00| 1.75000 2975.00 GUARDRAIL, REMOVE | | | 0008 202-02260 3.000 EACH | 491.03000 1473.09| 400.00000 1200.00| 640.00000 1920.00 TREE, 30 IN., REMOVE | | | 0009 202-02264 1.000 EACH | 818.38000 818.38| 500.00000 500.00| 1280.00000 1280.00 TREE, 42 IN., REMOVE | | | 0010 202-02271 4.000 EACH | 50.00000 200.00| 360.00000 1440.00| 940.00000 3760.00 HEADWALL, REMOVE | | | 0011 202-91010 2.000 EACH | 491.03000 982.06| 300.00000 600.00| 640.00000 1280.00 TREE, 24 IN., REMOVE | | | 0012 202-91011 1.000 EACH | 818.38000 818.38| 450.00000 450.00| 640.00000 640.00 TREE, 36 IN., REMOVE | | | 0013 202-98488 18.000 EACH | 92.80000 1670.40| 175.00000 3150.00| 160.00000 2880.00 PIPE END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02070 100.000 CYS | 1.00000 100.00| 0.01000 1.00| 20.50000 2050.00 BORROW | | | 0015 203-90014 50.000 STA | 20.00000 1000.00| 500.00000 25000.00| 240.00000 12000.00 LINEAR GRADING | | | 0016 205-06933 34.000 EACH | 5.00000 170.00| 55.00000 1870.00| 58.50000 1989.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 211-07454 14.000 CYS | 10.71000 149.94| 22.00000 308.00| 52.00000 728.00 STRUCTURE BACKFILL | | | 0018 303-01180 5000.000 TON | 3.00000 15000.00| 11.85000 59250.00| 1.50000 7500.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07490 420.000 TON | 55.00000 23100.00| 56.80000 23856.00| 25.00000 10500.00 HMA PATCHING, TYPE B | | | 0020 304-07492 6100.000 TON | 22.00000 134200.00| 20.00000 122000.00| 35.00000 213500.00 WIDENING WITH HMA, TYPE A | | | 0021 306-08033 210300.000 SYS | 0.10000 21030.00| 0.01000 2103.00| 0.05000 10515.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 5400.000 SYS | 0.01000 54.00| 0.01000 54.00| 0.05000 270.00 MILLING, TRANSITION | | | 0023 401-06264 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 25000.00000 25000.00 PROFILOGRAPH, HMA | | | 0024 401-07322 19250.000 TON | 33.00000 635250.00| 22.00000 423500.00| 32.00000 616000.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07392 39500.000 TON | 27.00000 1066500.00| 21.00000 829500.00| 25.00000 987500.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0026 402-07451 125.000 TON | 33.97000 4246.25| 40.00000 5000.00| 25.00000 3125.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 120.000 TON | 1.00000 120.00| 0.01000 1.20| 1.00000 120.00 ASPHALT FOR TACK COAT | | | 0028 507-07479 1000.000 TON | 55.00000 55000.00| 56.80000 56800.00| 25.00000 25000.00 HMA PARTIAL DEPTH PATCH | | | 0029 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1810.00000 1810.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-94689 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2660.00000 2660.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 1681.250 LFT | 12.60000 21183.75| 12.60000 21183.75| 13.50000 22696.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 607-95754 10.000 LFT | 25.45000 254.50| 20.00000 200.00| 40.25000 402.50 PAVED SIDE DITCH, BREAK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 610-07486 1400.000 TON | 22.00000 30800.00| 51.00000 71400.00| 67.50000 94500.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 50.000 EACH | 115.00000 5750.00| 115.00000 5750.00| 120.00000 6000.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06505 16.000 EACH | 150.00000 2400.00| 375.00000 6000.00| 400.00000 6400.00 MONUMENT, B | | | 0036 615-06520 2.000 EACH | 375.00000 750.00| 200.00000 400.00| 400.00000 800.00 MONUMENT, RE-ESTABLISH | | | 0037 616-02320 10.000 SYS | 9.29000 92.90| 3.00000 30.00| 1.50000 15.00 GEOTEXTILES | | | 0038 616-06405 80.000 TON | 20.00000 1600.00| 32.00000 2560.00| 51.25000 4100.00 RIPRAP, REVETMENT | | | 0039 621-06574 550.000 SYS | 7.22000 3971.00| 7.22000 3971.00| 7.70000 4235.00 SODDING | | | 0040 715-02630 2.000 EACH | 807.06000 1614.12| 1135.00000 2270.00| 640.00000 1280.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0041 715-05119 60.000 LFT | 67.56000 4053.60| 67.50000 4050.00| 23.50000 1410.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-05595 90.000 LFT | 50.00000 4500.00| 64.00000 5760.00| 100.00000 9000.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0043 715-05596 6.000 LFT | 10.00000 60.00| 76.60000 459.60| 130.00000 780.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0044 715-05597 15.000 LFT | 101.55000 1523.25| 104.20000 1563.00| 100.00000 1500.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0045 715-05756 5.000 LFT | 10.00000 50.00| 138.85000 694.25| 100.00000 500.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0046 715-06004 1.000 EACH | 916.25000 916.25| 2450.00000 2450.00| 1520.00000 1520.00 CONCRETE ANCHOR, 48 IN. | | | 0047 715-46000 4.000 EACH | 122.98000 491.92| 250.00000 1000.00| 390.00000 1560.00 PIPE END SECTION, 12 IN. | | | 0048 715-46005 18.000 EACH | 159.28000 2867.04| 270.00000 4860.00| 400.00000 7200.00 PIPE END SECTION, 15 IN. | | | 0049 715-46020 2.000 EACH | 500.00000 1000.00| 340.00000 680.00| 440.00000 880.00 PIPE END SECTION, 24 IN. | | | 0050 720-44000 2.000 EACH | 225.00000 450.00| 430.00000 860.00| 620.00000 1240.00 CASTING, ADJUST TO GRADE | | | 0051 720-44015 2.000 EACH | 225.00000 450.00| 735.00000 1470.00| 1310.00000 2620.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0052 801-06203 9900.000 LFT | 0.33000 3267.00| 0.13000 1287.00| 0.20000 1980.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-06207 5000.000 LFT | 0.72000 3600.00| 0.75000 3750.00| 0.75000 3750.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06640 36.000 EACH | 115.00000 4140.00| 200.00000 7200.00| 120.00000 4320.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 146200.00000 146200.00| 564635.00000 564635.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0056 802-04893 2.000 EACH | 35.00000 70.00| 35.00000 70.00| 37.25000 74.50 REFERENCE POST | | | 0057 802-05701 500.000 LFT | 9.00000 4500.00| 7.50000 3750.00| 9.50000 4750.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05702 410.000 LFT | 7.00000 2870.00| 8.50000 3485.00| 7.50000 3075.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-91122 50.000 EACH | 100.00000 5000.00| 60.00000 3000.00| 110.00000 5500.00 SIGN, GROUND MOUNTED, RESET | | | 0060 804-06771 44.000 EACH | 25.00000 1100.00| 19.00000 836.00| 26.50000 1166.00 DELINEATOR POST, FLEXIBLE | | | 0061 808-06713 99300.000 LFT | 0.08000 7944.00| 0.08000 7944.00| 0.10000 9930.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-75240 11550.000 LFT | 0.24000 2772.00| 0.24000 2772.00| 0.25000 2887.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 15600.000 LFT | 0.24000 3744.00| 0.24000 3744.00| 0.25000 3900.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75278 35.000 LFT | 2.90000 101.50| 2.90000 101.50| 3.00000 105.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0065 808-75297 125.000 LFT | 5.75000 718.75| 5.75000 718.75| 6.00000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75320 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 100.00000 400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0067 808-75325 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 130.00000 390.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 301-07448 100.000 TON | 3.00000 300.00| 5.00000 500.00| 5.00000 500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0069 601-06053 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 210.00000 210.00 GUARDRAIL , REMOVE, BURIED END SECTION | | | 0070 621-02770 100.000 SYS | 5.00000 500.00| 10.25000 1025.00| 10.90000 1090.00 EROSION CONTROL BLANKET | | | 0071 808-75996 792.000 EACH | 2.98000 2360.16| 2.95000 2336.40| 6.50000 5148.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 792.000 EACH | 16.50000 13068.00| 16.50000 13068.00| 17.50000 13860.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,389,793.24| $ 2,465,444.45| $ 2,670,929.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,389,793.24| $ 2,465,444.45| $ 2,670,929.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-0997978 |( ) |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE AND SHOULDER WIDENING | | | 0001 105-07039 10.000 MOS | 2000.00000 20000.00| 1700.00000 17000.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 124000.00000 124000.00| 158000.00000 158000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-01000 LUMP | 8500.00000 8500.00| 2000.00000 2000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 1700.000 LFT | 1.60000 2720.00| 1.60000 2720.00| GUARDRAIL, REMOVE | | | 0008 202-02260 3.000 EACH | 500.00000 1500.00| 1600.00000 4800.00| TREE, 30 IN., REMOVE | | | 0009 202-02264 1.000 EACH | 600.00000 600.00| 2000.00000 2000.00| TREE, 42 IN., REMOVE | | | 0010 202-02271 4.000 EACH | 250.00000 1000.00| 340.00000 1360.00| HEADWALL, REMOVE | | | 0011 202-91010 2.000 EACH | 475.00000 950.00| 1200.00000 2400.00| TREE, 24 IN., REMOVE | | | 0012 202-91011 1.000 EACH | 550.00000 550.00| 1800.00000 1800.00| TREE, 36 IN., REMOVE | | | 0013 202-98488 18.000 EACH | 100.00000 1800.00| 100.00000 1800.00| PIPE END SECTION, REMOVE | | | 0014 203-02070 100.000 CYS | 15.00000 1500.00| 16.00000 1600.00| BORROW | | | 0015 203-90014 50.000 STA | 200.00000 10000.00| 680.00000 34000.00| LINEAR GRADING | | | 0016 205-06933 34.000 EACH | 55.00000 1870.00| 55.00000 1870.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 211-07454 14.000 CYS | 15.00000 210.00| 20.00000 280.00| STRUCTURE BACKFILL | | | 0018 303-01180 5000.000 TON | 14.00000 70000.00| 16.00000 80000.00| COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07490 420.000 TON | 110.00000 46200.00| 80.00000 33600.00| HMA PATCHING, TYPE B | | | 0020 304-07492 6100.000 TON | 34.00000 207400.00| 35.00000 213500.00| WIDENING WITH HMA, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-0997978 |( ) |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08033 210300.000 SYS | 0.40000 84120.00| 0.60000 126180.00| MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 5400.000 SYS | 2.00000 10800.00| 0.60000 3240.00| MILLING, TRANSITION | | | 0023 401-06264 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0024 401-07322 19250.000 TON | 37.00000 712250.00| 42.00000 808500.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07392 39500.000 TON | 35.25000 1392375.00| 32.00000 1264000.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0026 402-07451 125.000 TON | 35.00000 4375.00| 60.00000 7500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 120.000 TON | 100.00000 12000.00| 142.00000 17040.00| ASPHALT FOR TACK COAT | | | 0028 507-07479 1000.000 TON | 70.00000 70000.00| 60.00000 60000.00| HMA PARTIAL DEPTH PATCH | | | 0029 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-94689 1.000 EACH | 2500.00000 2500.00| 3200.00000 3200.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 1681.250 LFT | 12.60000 21183.75| 12.60000 21183.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 607-95754 10.000 LFT | 25.00000 250.00| 15.00000 150.00| PAVED SIDE DITCH, BREAK | | | 0033 610-07486 1400.000 TON | 65.00000 91000.00| 67.00000 93800.00| HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 50.000 EACH | 115.00000 5750.00| 150.00000 7500.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06505 16.000 EACH | 375.00000 6000.00| 375.00000 6000.00| MONUMENT, B | | | 0036 615-06520 2.000 EACH | 375.00000 750.00| 350.00000 700.00| MONUMENT, RE-ESTABLISH | | | 0037 616-02320 10.000 SYS | 10.00000 100.00| 8.00000 80.00| GEOTEXTILES | | | 0038 616-06405 80.000 TON | 30.00000 2400.00| 50.00000 4000.00| RIPRAP, REVETMENT | | | 0039 621-06574 550.000 SYS | 7.22000 3971.00| 7.22000 3971.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-0997978 |( ) |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 715-02630 2.000 EACH | 950.00000 1900.00| 850.00000 1700.00| SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0041 715-05119 60.000 LFT | 65.00000 3900.00| 90.00000 5400.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-05595 90.000 LFT | 65.00000 5850.00| 160.00000 14400.00| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0043 715-05596 6.000 LFT | 100.00000 600.00| 175.00000 1050.00| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0044 715-05597 15.000 LFT | 105.00000 1575.00| 235.00000 3525.00| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0045 715-05756 5.000 LFT | 110.00000 550.00| 165.00000 825.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0046 715-06004 1.000 EACH | 1000.00000 1000.00| 2000.00000 2000.00| CONCRETE ANCHOR, 48 IN. | | | 0047 715-46000 4.000 EACH | 300.00000 1200.00| 170.00000 680.00| PIPE END SECTION, 12 IN. | | | 0048 715-46005 18.000 EACH | 315.00000 5670.00| 175.00000 3150.00| PIPE END SECTION, 15 IN. | | | 0049 715-46020 2.000 EACH | 400.00000 800.00| 355.00000 710.00| PIPE END SECTION, 24 IN. | | | 0050 720-44000 2.000 EACH | 400.00000 800.00| 600.00000 1200.00| CASTING, ADJUST TO GRADE | | | 0051 720-44015 2.000 EACH | 750.00000 1500.00| 765.00000 1530.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0052 801-06203 9900.000 LFT | 0.20000 1980.00| 0.20000 1980.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0053 801-06207 5000.000 LFT | 1.25000 6250.00| 1.20000 6000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06640 36.000 EACH | 115.00000 4140.00| 115.00000 4140.00| CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 98000.00000 98000.00| 62000.00000 62000.00| MAINTAINING TRAFFIC | | | 0056 802-04893 2.000 EACH | 35.00000 70.00| 35.00000 70.00| REFERENCE POST | | | 0057 802-05701 500.000 LFT | 9.00000 4500.00| 9.00000 4500.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05702 410.000 LFT | 7.00000 2870.00| 7.00000 2870.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 381 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,014,211.96 ROUTE : SR 5 CALL ORDER : 381 CONTRACT ID : RS-27694-A COUNTIES : LAGRANGE LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-0997978 |( ) |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 802-91122 50.000 EACH | 100.00000 5000.00| 100.00000 5000.00| SIGN, GROUND MOUNTED, RESET | | | 0060 804-06771 44.000 EACH | 25.00000 1100.00| 25.00000 1100.00| DELINEATOR POST, FLEXIBLE | | | 0061 808-06713 99300.000 LFT | 0.08000 7944.00| 0.08000 7944.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-75240 11550.000 LFT | 0.24000 2772.00| 0.24000 2772.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 15600.000 LFT | 0.24000 3744.00| 0.24000 3744.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75278 35.000 LFT | 2.90000 101.50| 2.90000 101.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0065 808-75297 125.000 LFT | 5.75000 718.75| 5.75000 718.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75320 4.000 EACH | 95.00000 380.00| 95.00000 380.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0067 808-75325 3.000 EACH | 125.00000 375.00| 125.00000 375.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 301-07448 100.000 TON | 30.00000 3000.00| 22.00000 2200.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0069 601-06053 1.000 EACH | 200.00000 200.00| 200.00000 200.00| GUARDRAIL , REMOVE, BURIED END SECTION | | | 0070 621-02770 100.000 SYS | 10.25000 1025.00| 10.25000 1025.00| EROSION CONTROL BLANKET | | | 0071 808-75996 792.000 EACH | 3.00000 2376.00| 3.70000 2930.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 792.000 EACH | 16.50000 13068.00| 16.50000 13068.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,115,286.00| $ 3,161,765.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,115,286.00| $ 3,161,765.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 154 CALL ORDER : 391 CONTRACT ID : RS-27712-A COUNTIES : SULLIVAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,571,721.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,507,282.51 ROUTE : 18 CALL ORDER : 401 CONTRACT ID : RS-27756-A COUNTIES : BENTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT WHITE CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,257,683.95 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,286,520.65 101.2773% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3156.81000 3156.81| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1595.60000 19147.20| 1850.00000 22200.00| FIELD OFFICE, B | | | 0003 105-07577 24.000 MOS | 100.00000 2400.00| 105.00000 2520.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 71946.53000 71946.53| 114325.00000 114325.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 856.000 LFT | 2.20000 1883.20| 2.20000 1883.20| GUARDRAIL, REMOVE | | | 0008 202-93741 24.000 EACH | 127.07000 3049.68| 120.00000 2880.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02070 396.000 CYS | 14.95000 5920.20| 52.70000 20869.20| BORROW | | | 0010 203-02080 0.770 MILE | 5294.49000 4076.76| 15652.00000 12052.04| LINEAR GRADING | | | 0011 211-07454 4.000 CYS | 131.26000 525.04| 30.15000 120.60| STRUCTURE BACKFILL | | | 0012 303-01180 260.000 TON | 21.19000 5509.40| 38.80000 10088.00| COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 10304.000 TON | 12.73000 131169.92| 11.65000 120041.60| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,507,282.51 ROUTE : 18 CALL ORDER : 401 CONTRACT ID : RS-27756-A COUNTIES : BENTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT WHITE SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07490 2600.000 TON | 52.27000 135902.00| 53.90000 140140.00| HMA PATCHING, TYPE B | | | 0015 306-08032 14346.000 SYS | 0.46000 6599.16| 1.35000 19367.10| MILLING, TRANSITION | | | 0016 306-08033 5117.000 SYS | 2.14000 10950.38| 0.95000 4861.15| MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 289.000 SYS | 4.80000 1387.20| 1.00000 289.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08042 198853.000 SYS | 0.35000 69598.55| 0.60000 119311.80| MILLING, SCARIFICATION/PROFILE | | | 0019 401-06264 LUMP | 1766.07000 1766.07| 2437.00000 2437.00| PROFILOGRAPH, HMA | | | 0020 401-07321 18925.000 TON | 33.08000 626039.00| 34.35000 650073.75| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07371 22243.000 TON | 31.40000 698430.20| 29.75000 661729.25| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0022 402-07451 2000.000 TON | 36.68000 73360.00| 30.40000 60800.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0023 404-05511 2195.000 SYS | 2.15000 4719.25| 2.20000 4829.00| SEAL COAT, 2 | | | 0024 406-05520 109.000 TON | 162.19000 17678.71| 240.70000 26236.30| ASPHALT FOR TACK COAT | | | 0025 601-01846 3.000 EACH | 1710.00000 5130.00| 1710.00000 5130.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02024 4.000 EACH | 1750.00000 7000.00| 1750.00000 7000.00| GUARDRAIL TRANSITION, TGB, MODIFIED | | | 0027 601-94689 27.000 EACH | 2612.46000 70536.42| 2275.00000 61425.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 756.250 LFT | 14.95000 11305.94| 14.95000 11305.94| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 601-99132 12.000 EACH | 60.00000 720.00| 60.00000 720.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0030 601-99133 6.000 EACH | 48.00000 288.00| 48.00000 288.00| GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0031 610-07487 936.000 TON | 70.98000 66437.28| 62.10000 58125.60| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,507,282.51 ROUTE : 18 CALL ORDER : 401 CONTRACT ID : RS-27756-A COUNTIES : BENTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT WHITE SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06505 48.000 EACH | 710.00000 34080.00| 710.00000 34080.00| MONUMENT, B | | | 0033 615-06525 7.000 EACH | 765.12000 5355.84| 912.00000 6384.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0034 621-01004 1.000 EACH | 330.00000 330.00| 330.00000 330.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 1260.000 SYS | 0.94000 1184.40| 0.95000 1197.00| MULCHED SEEDING, R | | | 0036 706-08188 162.600 LFT | 62.00000 10081.20| 62.00000 10081.20| RAILING, TR | | | 0037 715-05168 20.000 LFT | 55.55000 1111.00| 60.70000 1214.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0038 715-05169 20.000 LFT | 57.65000 1153.00| 62.30000 1246.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0039 715-05173 20.000 LFT | 67.64000 1352.80| 101.65000 2033.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0040 715-46000 2.000 EACH | 88.37000 176.74| 247.00000 494.00| PIPE END SECTION, 12 IN. | | | 0041 715-46005 2.000 EACH | 108.37000 216.74| 337.00000 674.00| PIPE END SECTION, 15 IN. | | | 0042 715-96389 2.000 EACH | 472.20000 944.40| 747.00000 1494.00| PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | 0043 801-03290 4.000 EACH | 120.00000 480.00| 120.00000 480.00| CONSTRUCTION SIGN, C | | | 0044 801-06203 19985.000 LFT | 0.44000 8793.40| 0.25000 4996.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 7378.000 LFT | 0.93000 6861.54| 0.95000 7009.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 39.000 EACH | 98.00000 3822.00| 98.00000 3822.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 75892.00000 75892.00| 11718.00000 11718.00| MAINTAINING TRAFFIC | | | 0048 808-03631 564.000 LFT | 1.95000 1099.80| 1.95000 1099.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0049 808-03632 320.000 LFT | 1.95000 624.00| 1.95000 624.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,507,282.51 ROUTE : 18 CALL ORDER : 401 CONTRACT ID : RS-27756-A COUNTIES : BENTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT WHITE SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-04896 36.000 LFT | 1.95000 70.20| 1.95000 70.20| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0051 808-06703 146473.000 LFT | 0.21000 30759.33| 0.23000 33688.79| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0052 808-06716 920.000 LFT | 1.10000 1012.00| 1.10000 1012.00| LINE, REMOVE | | | 0053 808-75240 16000.000 LFT | 0.21000 3360.00| 0.23000 3680.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0054 808-75245 37706.000 LFT | 0.21000 7918.26| 0.23000 8672.38| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 808-75297 75.000 LFT | 4.00000 300.00| 4.00000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0056 808-75996 1272.000 EACH | 3.20000 4070.40| 3.20000 4070.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,257,683.95| $ 2,286,520.65| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,257,683.95| $ 2,286,520.65| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,009.31 ROUTE : SR 26 CALL ORDER : 411 CONTRACT ID : RS-27760-A COUNTIES : CLINTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 621,700.97 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 698,944.84 112.4246% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 2409.66000 2409.66| 3400.00000 3400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2058.84000 12353.04| 2115.00000 12690.00| 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 | 36965.65000 36965.65| 36000.00000 36000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02279 530.000 LFT | 8.13000 4308.90| 7.00000 3710.00| CURB AND GUTTER, REMOVE | | | 0007 202-52710 220.000 SYS | 16.05000 3531.00| 14.00000 3080.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-91385 1.000 EACH | 424.36000 424.36| 250.00000 250.00| INLET, REMOVE | | | 0009 202-93741 4.000 EACH | 140.00000 560.00| 150.00000 600.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 160.000 CYS | 1.25000 200.00| 20.00000 3200.00| EXCAVATION, COMMON | | | 0011 213-08058 11.000 CYS | 74.51000 819.61| 100.00000 1100.00| FLOWABLE BACKFILL FOR STRUCTURE | | | INSTALLATION | | | 0012 303-01180 100.000 TON | 33.13000 3313.00| 20.00000 2000.00| COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 485.000 TON | 14.83000 7192.55| 15.00000 7275.00| COMPACTED AGGREGATE, NO. 73 FOR | | | SHOULDER WEDGES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,009.31 ROUTE : SR 26 CALL ORDER : 411 CONTRACT ID : RS-27760-A COUNTIES : CLINTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07491 200.000 TON | 99.05000 19810.00| 155.00000 31000.00| HMA PATCHING, TYPE C | | | 0015 306-08033 510.000 SYS | 1.78000 907.80| 4.00000 2040.00| MILLING, ASPHALT, 1 IN. | | | 0016 306-08034 52284.000 SYS | 0.33000 17253.72| 0.80000 41827.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 2427.000 SYS | 2.66000 6455.82| 5.00000 12135.00| MILLING, TRANSITION | | | 0018 401-06264 LUMP | 1803.35000 1803.35| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | 0019 401-07328 4413.000 TON | 38.19000 168532.47| 40.50000 178726.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 401-07379 2793.000 TON | 34.25000 95660.25| 34.50000 96358.50| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0021 402-07434 2737.000 TON | 38.45000 105237.65| 37.50000 102637.50| HMA SURFACE, TYPE C | | | 0022 404-05511 549.000 SYS | 3.65000 2003.85| 3.50000 1921.50| SEAL COAT, 2 | | | 0023 406-05520 26.000 TON | 170.88000 4442.88| 250.00000 6500.00| ASPHALT FOR TACK COAT | | | 0024 406-07772 35525.000 LFT | 0.75000 26643.75| 0.60000 21315.00| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0025 601-94689 4.000 EACH | 2538.33000 10153.32| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0026 604-07896 44.000 SYS | 104.00000 4576.00| 110.00000 4840.00| CURB RAMP, CONCRETE, B | | | 0027 604-07902 82.000 SYS | 137.39000 11265.98| 185.00000 15170.00| CURB RAMP, CONCRETE, H | | | 0028 604-07903 19.000 SYS | 118.31000 2247.89| 85.00000 1615.00| CURB RAMP, CONCRETE, K | | | 0029 605-06140 510.000 LFT | 20.32000 10363.20| 14.50000 7395.00| CURB AND GUTTER, CONCRETE | | | 0030 610-07488 220.000 TON | 89.73000 19740.60| 95.00000 20900.00| HMA FOR APPROACHES, TYPE C | | | 0031 615-06505 5.000 EACH | 865.00000 4325.00| 550.00000 2750.00| MONUMENT, B | | | 0032 615-06527 3.000 EACH | 815.00000 2445.00| 450.00000 1350.00| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,009.31 ROUTE : SR 26 CALL ORDER : 411 CONTRACT ID : RS-27760-A COUNTIES : CLINTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06575 17.000 SYS | 63.10000 1072.70| 70.00000 1190.00| SODDING, NURSERY | | | 0034 715-03475 1.000 EACH | 657.22000 657.22| 400.00000 400.00| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0035 715-05119 60.000 LFT | 46.14000 2768.40| 45.00000 2700.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0036 715-08306 22.610 TON | 132.08000 2986.33| 104.00000 2351.44| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0037 720-98174 1.000 EACH | 1973.89000 1973.89| 1800.00000 1800.00| INLET, B15 | | | 0038 801-03290 2.000 EACH | 50.00000 100.00| 120.00000 240.00| CONSTRUCTION SIGN, C | | | 0039 801-06203 2525.000 LFT | 0.21000 530.25| 0.40000 1010.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 2500.000 LFT | 1.04000 2600.00| 1.05000 2625.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 30.000 EACH | 60.00000 1800.00| 75.00000 2250.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 10028.14000 10028.14| 42800.00000 42800.00| MAINTAINING TRAFFIC | | | 0043 808-03631 298.000 LFT | 3.50000 1043.00| 3.50000 1043.00| LINE, EPOXY, SOLID, WHITE, 4 IN. FOR | | | CONCRETE STRUCTURE | | | 0044 808-04896 40.000 LFT | 5.00000 200.00| 5.00000 200.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. FOR | | | CONCRETE STRUCTURE | | | 0045 808-06703 19361.000 LFT | 0.24000 4646.64| 0.20000 3872.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0046 808-06716 338.000 LFT | 1.00000 338.00| 1.00000 338.00| LINE, REMOVE FOR CONCRETE STRUCTURE | | | 0047 808-75240 3170.000 LFT | 0.24000 760.80| 0.20000 634.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 7355.000 LFT | 0.24000 1765.20| 0.20000 1471.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 96.000 LFT | 4.40000 422.40| 4.00000 384.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,009.31 ROUTE : SR 26 CALL ORDER : 411 CONTRACT ID : RS-27760-A COUNTIES : CLINTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75300 772.000 LFT | 1.10000 849.20| 1.00000 772.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0051 808-75996 269.000 EACH | 4.50000 1210.50| 4.00000 1076.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 621,700.97| $ 698,944.84| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 621,700.97| $ 698,944.84| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,902,432.82 ROUTE : 59 CALL ORDER : 421 CONTRACT ID : RS-27761-A COUNTIES : PARKE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,867,200.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,879,639.01 100.6662% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,886,503.58 101.0338% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6200.00000 6200.00| 4000.00000 4000.00| 2351.72000 2351.72 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2200.00000 17600.00| 1900.00000 15200.00| 2001.25000 16010.00 FIELD OFFICE, A | | | 0003 105-07577 16.000 MOS | 300.00000 4800.00| 100.00000 1600.00| 150.00000 2400.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 60635.72000 60635.72| 93980.00000 93980.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 37.500 LFT | 4.00000 150.00| 4.00000 150.00| 4.00000 150.00 GUARDRAIL, REMOVE | | | 0008 202-93741 20.000 EACH | 120.00000 2400.00| 120.00000 2400.00| 308.42000 6168.40 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02080 0.570 MILE | 40400.00000 23028.00| 36100.00000 20577.00| 34887.54000 19885.90 LINEAR GRADING | | | 0010 301-07448 2481.000 TON | 19.50000 48379.50| 14.75000 36594.75| 23.19000 57534.39 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 2613.000 TON | 18.50000 48340.50| 17.20000 44943.60| 19.21000 50195.73 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 2000.000 TON | 65.00000 130000.00| 86.70000 173400.00| 79.26000 158520.00 HMA PATCHING, TYPE B | | | 0013 304-07493 2161.000 TON | 65.00000 140465.00| 46.60000 100702.60| 45.45000 98217.45 WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,902,432.82 ROUTE : 59 CALL ORDER : 421 CONTRACT ID : RS-27761-A COUNTIES : PARKE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08032 4991.000 SYS | 2.30000 11479.30| 1.90000 9482.90| 2.56000 12776.96 MILLING, TRANSITION | | | 0015 306-08033 126145.000 SYS | 0.45000 56765.25| 0.65000 81994.25| 0.49000 61811.05 MILLING, ASPHALT, 1 IN. | | | 0016 306-08034 2658.000 SYS | 1.50000 3987.00| 1.10000 2923.80| 2.99000 7947.42 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 6500.00000 6500.00| 2000.00000 2000.00| 11687.36000 11687.36 PROFILOGRAPH, HMA | | | 0018 401-07321 12100.000 TON | 40.00000 484000.00| 38.80000 469480.00| 37.78000 457138.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07371 15918.000 TON | 36.00000 573048.00| 36.40000 579415.20| 36.99000 588806.82 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 402-07451 812.000 TON | 40.00000 32480.00| 43.00000 34916.00| 43.45000 35281.40 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 404-05511 373.000 SYS | 12.00000 4476.00| 5.60000 2088.80| 7.63000 2845.99 SEAL COAT, 2 | | | 0022 405-05517 11.810 TON | 0.01000 0.12| 360.50000 4257.51| 350.00000 4133.50 ASPHALT FOR PRIME COAT | | | 0023 406-05520 69.900 TON | 185.00000 12931.50| 242.30000 16936.77| 200.00000 13980.00 ASPHALT FOR TACK COAT | | | 0024 601-92948 500.000 LFT | 3.00000 1500.00| 3.00000 1500.00| 3.00000 1500.00 GUARDRAIL, ADJUST HEIGHT | | | 0025 601-94689 20.000 EACH | 2235.00000 44700.00| 2235.00000 44700.00| 2235.00000 44700.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 50.000 LFT | 15.00000 750.00| 15.00000 750.00| 15.00000 750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99132 12.000 EACH | 55.00000 660.00| 55.00000 660.00| 55.00000 660.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0028 601-99133 4.000 EACH | 45.00000 180.00| 45.00000 180.00| 45.00000 180.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0029 610-07487 448.000 TON | 90.00000 40320.00| 87.60000 39244.80| 110.44000 49477.12 HMA FOR APPROACHES, TYPE B | | | 0030 615-06505 4.000 EACH | 1100.00000 4400.00| 1015.00000 4060.00| 1015.00000 4060.00 MONUMENT, B | | | 0031 615-06525 4.000 EACH | 1300.00000 5200.00| 1175.00000 4700.00| 650.00000 2600.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0032 621-06559 667.000 SYS | 3.00000 2001.00| 2.80000 1867.60| 3.92000 2614.64 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,902,432.82 ROUTE : 59 CALL ORDER : 421 CONTRACT ID : RS-27761-A COUNTIES : PARKE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-03290 6.000 EACH | 150.00000 900.00| 120.00000 720.00| 120.00000 720.00 CONSTRUCTION SIGN, C | | | 0034 801-06203 9167.000 LFT | 0.50000 4583.50| 0.25000 2291.75| 0.19000 1741.73 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 4584.000 LFT | 1.00000 4584.00| 1.00000 4584.00| 1.38000 6325.92 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 35.000 EACH | 90.00000 3150.00| 80.00000 2800.00| 80.00000 2800.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 50000.00000 50000.00| 38000.00000 38000.00| 47294.24000 47294.24 MAINTAINING TRAFFIC | | | 0038 808-03631 804.000 LFT | 1.20000 964.80| 1.20000 964.80| 1.20000 964.80 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0039 808-03632 336.000 LFT | 1.20000 403.20| 1.20000 403.20| 1.20000 403.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0040 808-04896 80.000 LFT | 1.20000 96.00| 2.00000 160.00| 2.00000 160.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0041 808-06703 90802.000 LFT | 0.23000 20884.46| 0.24000 21792.48| 0.24000 21792.48 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0042 808-06716 1310.000 LFT | 1.00000 1310.00| 0.60000 786.00| 0.60000 786.00 LINE, REMOVE | | | 0043 808-75240 8433.000 LFT | 0.23000 1939.59| 0.24000 2023.92| 0.24000 2023.92 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 33972.000 LFT | 0.23000 7813.56| 0.24000 8153.28| 0.24000 8153.28 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75297 216.000 LFT | 5.00000 1080.00| 3.50000 756.00| 3.50000 756.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-75996 352.000 EACH | 6.00000 2112.00| 4.25000 1496.00| 9.08000 3196.16 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,867,200.00| $ 1,879,639.01| $ 1,886,503.58 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,867,200.00| $ 1,879,639.01| $ 1,886,503.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,191,598.62 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27771-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,905,858.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,945,000.00 102.0538% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,171,439.63 113.9350% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 5500.00000 5500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1850.00000 14800.00| 1300.00000 10400.00| 1400.00000 11200.00 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 | 75658.00000 75658.00| 92000.00000 92000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 18.750 LFT | 4.00000 75.00| 4.00000 75.00| 4.00000 75.00 GUARDRAIL, REMOVE | | | 0007 202-93741 51.000 EACH | 125.00000 6375.00| 125.00000 6375.00| 125.00000 6375.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02131 17.000 CYS | 150.00000 2550.00| 37.00000 629.00| 43.60000 741.20 EXPLORATORY EXCAVATION | | | 0009 203-02376 LUMP | 12500.00000 12500.00| 6700.00000 6700.00| 7800.00000 7800.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0010 211-07454 64.000 CYS | 32.80000 2099.20| 29.00000 1856.00| 50.00000 3200.00 STRUCTURE BACKFILL | | | 0011 213-52830 533.000 CYS | 55.00000 29315.00| 60.00000 31980.00| 50.50000 26916.50 FLOWABLE MORTAR | | | 0012 303-01180 795.000 TON | 45.00000 35775.00| 25.50000 20272.50| 27.40000 21783.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07491 494.000 TON | 100.00000 49400.00| 115.00000 56810.00| 65.00000 32110.00 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,191,598.62 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27771-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08034 173597.000 SYS | 0.15000 26039.55| 0.12000 20831.64| 0.65000 112838.05 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08043 6721.000 SYS | 2.10000 14114.10| 1.42000 9543.82| 2.00000 13442.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP | 8500.00000 8500.00| 6000.00000 6000.00| 5060.00000 5060.00 PROFILOGRAPH, HMA | | | 0017 401-07328 14322.000 TON | 42.00000 601524.00| 40.00000 572880.00| 47.50000 680295.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07379 19096.000 TON | 33.00000 630168.00| 34.00000 649264.00| 36.70000 700823.20 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0019 402-07452 500.000 TON | 41.00000 20500.00| 40.00000 20000.00| 56.00000 28000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0020 405-05517 41.000 TON | 1.00000 41.00| 380.00000 15580.00| 350.00000 14350.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 44.000 TON | 220.00000 9680.00| 190.00000 8360.00| 195.00000 8580.00 ASPHALT FOR TACK COAT | | | 0022 601-93346 8.000 EACH | 65.00000 520.00| 65.00000 520.00| 65.00000 520.00 GUARD RAIL CONNECTOR, AS | | | 0023 601-94689 51.000 EACH | 2245.00000 114495.00| 3500.00000 178500.00| 2245.00000 114495.00 GUARDRAIL END TREATMENT, OS | | | 0024 610-07488 1192.000 TON | 71.00000 84632.00| 49.00000 58408.00| 70.00000 83440.00 HMA FOR APPROACHES, TYPE C | | | 0025 612-04315 12.000 TON | 1176.00000 14112.00| 1176.00000 14112.00| 690.00000 8280.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 176.000 EACH | 23.00000 4048.00| 23.00000 4048.00| 23.00000 4048.00 DRILLED HOLE FOR UNDERSEAL | | | 0027 615-06527 4.000 EACH | 470.00000 1880.00| 470.00000 1880.00| 470.00000 1880.00 MONUMENT, SECTION CORNER | | | 0028 616-02320 781.000 SYS | 2.00000 1562.00| 1.40000 1093.40| 1.45000 1132.45 GEOTEXTILES | | | 0029 616-06451 710.000 TON | 40.00000 28400.00| 22.00000 15620.00| 24.00000 17040.00 RIPRAP, UNIFORM | | | 0030 714-08212 30.000 LFT | 436.35000 13090.50| 300.00000 9000.00| 435.00000 13050.00 CULVERT EXTENSION , PRECAST BOX, | | | REINFORCED CONCRETE, | | | 0031 714-44240 2.000 CYS | 525.00000 1050.00| 325.00000 650.00| 120.00000 240.00 CONCRETE, A, STRUCTURES | | | 0032 715-02397 2.000 EACH | 1811.00000 3622.00| 1400.00000 2800.00| 1320.00000 2640.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,191,598.62 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27771-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-03475 2.000 EACH | 459.85000 919.70| 400.00000 800.00| 440.00000 880.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0034 715-03476 2.000 EACH | 728.60000 1457.20| 700.00000 1400.00| 665.00000 1330.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0035 715-03487 2.000 EACH | 1208.00000 2416.00| 1100.00000 2200.00| 990.00000 1980.00 SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0036 715-05173 40.000 LFT | 42.85000 1714.00| 68.00000 2720.00| 90.50000 3620.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0037 715-05175 40.000 LFT | 57.35000 2294.00| 70.00000 2800.00| 95.00000 3800.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0038 715-05177 40.000 LFT | 65.55000 2622.00| 86.00000 3440.00| 105.00000 4200.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0039 715-05595 10.000 LFT | 122.00000 1220.00| 85.00000 850.00| 166.50000 1665.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0040 718-06532 1200.000 LFT | 2.10000 2520.00| 2.10000 2520.00| 2.10000 2520.00 VIDEO INSPECTION FOR UNDERDRAINS , | | | EXPLORATORY EXCAVATION | | | 0041 801-06203 10304.000 LFT | 0.37000 3812.48| 0.37000 3812.48| 0.60000 6182.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 5152.000 LFT | 0.88000 4533.76| 1.10000 5667.20| 1.75000 9016.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 59.000 EACH | 95.00000 5605.00| 95.00000 5605.00| 95.00000 5605.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 14565.49000 14565.49| 38853.63000 38853.63| 42000.00000 42000.00 MAINTAINING TRAFFIC | | | 0045 802-07060 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 125.00000 250.00 SIGN, SHEET, RELOCATE | | | 0046 805-02503 1036.000 LFT | 0.36000 372.96| 0.36000 372.96| 0.36000 372.96 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78795 264.000 LFT | 7.90000 2085.60| 7.90000 2085.60| 7.90000 2085.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0048 805-92951 2.000 EACH | 215.00000 430.00| 215.00000 430.00| 215.00000 430.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0049 808-06712 11076.000 LFT | 0.09000 996.84| 0.15000 1661.40| 0.15000 1661.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 137000.000 LFT | 0.09000 12330.00| 0.09000 12330.00| 0.09000 12330.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-06714 46483.000 LFT | 0.09000 4183.47| 0.09000 4183.47| 0.09000 4183.47 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,191,598.62 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27771-A COUNTIES : SPENCER WARRICK LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-75297 98.000 LFT | 6.80000 666.40| 20.00000 1960.00| 20.00000 1960.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75320 2.000 EACH | 55.00000 110.00| 80.00000 160.00| 80.00000 160.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 2.000 EACH | 80.00000 160.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0055 808-75996 1287.000 EACH | 3.25000 4182.75| 4.00000 5148.00| 4.50000 5791.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1287.000 EACH | 17.00000 21879.00| 17.70000 22779.90| 17.70000 22779.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 808-97323 72.000 LFT | 7.00000 504.00| 15.00000 1080.00| 15.00000 1080.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 1,905,858.00| $ 1,945,000.00| $ 2,171,439.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,905,858.00| $ 1,945,000.00| $ 2,171,439.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 445 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 27 CALL ORDER : 445 CONTRACT ID : RS-27937-B COUNTIES : ALLEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,202,697.60 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,690,473.57 115.2302% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,901.61 ROUTE : 58 CALL ORDER : 451 CONTRACT ID : RS-27949-A COUNTIES : JACKSON LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 447,968.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 541,000.00 120.7676% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 10000.00000 10000.00| 25500.00000 25500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 2500.000 CYS | 1.00000 2500.00| 10.00000 25000.00| EXCAVATION, COMMON | | | 0006 303-01180 840.000 TON | 15.00000 12600.00| 17.50000 14700.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 500.000 TON | 75.00000 37500.00| 105.00000 52500.00| HMA PATCHING, TYPE B | | | 0008 306-08032 9491.000 SYS | 1.00000 9491.00| 0.40000 3796.40| MILLING, TRANSITION | | | 0009 306-08042 83116.000 SYS | 0.30000 24934.80| 0.50000 41558.00| MILLING, SCARIFICATION/PROFILE | | | 0010 401-07327 6857.000 TON | 33.00000 226281.00| 36.00000 246852.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0011 402-07451 300.000 TON | 50.00000 15000.00| 43.00000 12900.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0013 610-07487 783.000 TON | 50.00000 39150.00| 49.00000 38367.00| HMA FOR APPROACHES, TYPE B | | | 0014 801-06207 16974.000 LFT | 0.50000 8487.00| 0.95000 16125.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,901.61 ROUTE : 58 CALL ORDER : 451 CONTRACT ID : RS-27949-A COUNTIES : JACKSON LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-06640 38.000 EACH | 90.00000 3420.00| 75.00000 2850.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 16000.00000 16000.00| 17458.97000 17458.97| MAINTAINING TRAFFIC | | | 0017 808-06712 2205.000 LFT | 0.10000 220.50| 0.10000 220.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 67896.000 LFT | 0.10000 6789.60| 0.10000 6789.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 56867.000 LFT | 0.10000 5686.70| 0.10000 5686.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 48.000 LFT | 10.00000 480.00| 5.00000 240.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 647.000 EACH | 4.00000 2588.00| 3.99000 2581.53| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 647.000 EACH | 20.00000 12940.00| 17.60000 11387.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 406-05520 31.000 TON | 200.00000 6200.00| 190.00000 5890.00| ASPHALT FOR TACK COAT | | | 0025 801-06203 16974.000 LFT | 0.10000 1697.40| 0.20000 3394.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 447,968.00| $ 541,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 447,968.00| $ 541,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,458.49 ROUTE : 135 CALL ORDER : 461 CONTRACT ID : RS-27956-A COUNTIES : WASHINGTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 588,917.72 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 668,000.00 113.4284% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1000.00000 6000.00| 1100.00000 6600.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 2500.00000 2500.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 2533.000 CYS | 10.00000 25330.00| 9.50000 24063.50| EXCAVATION, COMMON | | | 0006 303-52309 2508.000 TON | 10.00000 25080.00| 13.75000 34485.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 304-07490 440.800 TON | 80.00000 35264.00| 97.00000 42757.60| HMA PATCHING, TYPE B | | | 0008 306-08034 9147.560 SYS | 0.50000 4573.78| 0.02000 182.95| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 306-08042 91415.560 SYS | 0.25000 22853.89| 0.26000 23768.05| MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 9057.500 SYS | 1.50000 13586.25| 0.65000 5887.38| MILLING, TRANSITION | | | 0011 401-07327 9550.460 TON | 27.50000 262637.65| 32.00000 305614.72| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07427 2508.000 TON | 28.50000 71478.00| 29.75000 74613.00| QC/QA-HMA, 2, 70, BASE, 19.0 mm | | | 0013 402-07451 150.000 TON | 50.00000 7500.00| 37.00000 5550.00| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,458.49 ROUTE : 135 CALL ORDER : 461 CONTRACT ID : RS-27956-A COUNTIES : WASHINGTON LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 51.620 TON | 175.00000 9033.50| 190.00000 9807.80| ASPHALT FOR TACK COAT | | | 0015 605-06140 35.000 LFT | 40.00000 1400.00| 50.00000 1750.00| CURB AND GUTTER, CONCRETE | | | 0016 610-07487 730.740 TON | 55.00000 40190.70| 46.00000 33614.04| HMA FOR APPROACHES, TYPE B | | | 0017 720-44000 16.000 EACH | 200.00000 3200.00| 230.00000 3680.00| CASTING, ADJUST TO GRADE | | | 0018 801-06203 9077.250 LFT | 0.60000 5446.35| 0.35000 3177.04| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06640 36.000 EACH | 100.00000 3600.00| 80.00000 2880.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 12000.00000 12000.00| 24219.19000 24219.19| MAINTAINING TRAFFIC | | | 0021 807-98690 8.000 EACH | 300.00000 2400.00| 320.00000 2560.00| HANDHOLE ADJUSTED TO GRADE | | | 0022 808-06712 5503.000 LFT | 0.10000 550.30| 0.16000 880.48| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 69776.000 LFT | 0.10000 6977.60| 0.08000 5582.08| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 36629.000 LFT | 0.10000 3662.90| 0.08000 2930.32| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75300 48.000 LFT | 4.00000 192.00| 1.50000 72.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0026 808-75994 10.000 EACH | 12.00000 120.00| 12.00000 120.00| PRISMATIC REFLECTOR | | | 0027 808-75996 639.000 EACH | 8.00000 5112.00| 4.00000 2556.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 639.000 EACH | 20.00000 12780.00| 17.25000 11022.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0029 801-06207 9078.000 LFT | 0.60000 5446.80| 0.95000 8624.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 588,917.72| $ 668,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 588,917.72| $ 668,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 474,252.41 ROUTE : SR 203 CALL ORDER : 471 CONTRACT ID : RS-27959-A COUNTIES : SCOTT LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 324,319.95 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 343,000.00 105.7598% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4000.00000 4000.00| 16000.00000 16000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 800.000 TON | 15.00000 12000.00| 13.75000 11000.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 100.000 TON | 80.00000 8000.00| 72.00000 7200.00| HMA PATCHING, TYPE B | | | 0008 306-08042 88451.000 SYS | 0.25000 22112.75| 0.21000 18574.71| MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 3698.000 SYS | 1.00000 3698.00| 0.38000 1405.24| MILLING, TRANSITION | | | 0010 401-07328 7297.000 TON | 29.00000 211613.00| 31.50000 229855.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 402-07451 100.000 TON | 50.00000 5000.00| 31.50000 3150.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 406-05520 30.700 TON | 200.00000 6140.00| 180.00000 5526.00| ASPHALT FOR TACK COAT | | | 0013 610-07487 305.000 TON | 50.00000 15250.00| 46.00000 14030.00| HMA FOR APPROACHES, TYPE B | | | 0014 615-06525 8.000 EACH | 200.00000 1600.00| 140.00000 1120.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 474,252.41 ROUTE : SR 203 CALL ORDER : 471 CONTRACT ID : RS-27959-A COUNTIES : SCOTT LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-06207 8300.000 LFT | 0.60000 4980.00| 0.95000 7885.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 21.000 EACH | 100.00000 2100.00| 75.00000 1575.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 12000.00000 12000.00| 10844.37000 10844.37| MAINTAINING TRAFFIC | | | 0018 808-06712 6459.000 LFT | 0.10000 645.90| 0.09000 581.31| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 66182.000 LFT | 0.10000 6618.20| 0.09000 5956.38| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 24161.000 LFT | 0.10000 2416.10| 0.09000 2174.49| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 12.000 LFT | 12.00000 144.00| 10.00000 120.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 324,319.95| $ 343,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 324,319.95| $ 343,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,480,930.27 ROUTE : 41 CALL ORDER : 491 CONTRACT ID : RS-27965-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,176,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,365,000.00 105.9509% 3 35-0626844 RUDOLPH, J.H. & CO $ 3,543,369.70 111.5671% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 9800.00000 9800.00| 15000.00000 15000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1300.00000 13000.00| 1750.00000 17500.00| 1000.00000 10000.00 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 | 151000.00000 151000.00| 168250.00000 168250.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-99187 150.000 LFT | 8.00000 1200.00| 3.15000 472.50| 5.00000 750.00 FENCE, FARM FIELD, REMOVE | | | 0007 203-02376 LUMP | 4100.00000 4100.00| 7500.00000 7500.00| 6700.00000 6700.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0008 205-06937 340.000 LFT | 1.40000 476.00| 1.50000 510.00| 4.20000 1428.00 TEMPORARY SILT FENCE | | | 0009 211-07454 65.000 CYS | 20.00000 1300.00| 20.00000 1300.00| 22.25000 1446.25 STRUCTURE BACKFILL | | | 0010 304-07783 950.000 TON | 105.00000 99750.00| 85.00000 80750.00| 95.00000 90250.00 HMA PATCHING, TYPE D | | | 0011 306-08033 496710.000 SYS | 0.04000 19868.40| 0.15000 74506.50| 0.20000 99342.00 MILLING, ASPHALT, 1 IN. | | | 0012 306-08034 11715.000 SYS | 0.06000 702.90| 0.15000 1757.25| 0.20000 2343.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08043 24970.000 SYS | 0.45000 11236.50| 0.15000 3745.50| 0.45000 11236.50 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,480,930.27 ROUTE : 41 CALL ORDER : 491 CONTRACT ID : RS-27965-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-06264 LUMP | 6000.00000 6000.00| 12500.00000 12500.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0015 401-07329 49550.000 TON | 43.00000 2130650.00| 45.00000 2229750.00| 46.80000 2318940.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0016 402-07787 300.000 TON | 45.00000 13500.00| 55.00000 16500.00| 60.00000 18000.00 HMA WEDGE AND LEVEL, TYPE D | | | 0017 405-05517 45.000 TON | 380.00000 17100.00| 1.00000 45.00| 270.00000 12150.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 135.000 TON | 180.00000 24300.00| 220.00000 29700.00| 195.00000 26325.00 ASPHALT FOR TACK COAT | | | 0019 603-06040 150.000 LFT | 14.00000 2100.00| 23.00000 3450.00| 11.20000 1680.00 FENCE, FARM FIELD, 47 IN. | | | 0020 610-07788 2075.000 TON | 55.00000 114125.00| 55.00000 114125.00| 86.00000 178450.00 HMA FOR APPROACHES, TYPE D | | | 0021 612-04315 310.000 TON | 755.00000 234050.00| 755.00000 234050.00| 755.00000 234050.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0022 612-60410 6200.000 EACH | 8.00000 49600.00| 8.00000 49600.00| 8.00000 49600.00 DRILLED HOLE FOR UNDERSEAL | | | 0023 615-06527 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 750.00000 750.00 MONUMENT, SECTION CORNER | | | 0024 616-02320 950.000 SYS | 1.50000 1425.00| 2.00000 1900.00| 1.87000 1776.50 GEOTEXTILES | | | 0025 616-05688 1200.000 TON | 24.00000 28800.00| 39.95000 47940.00| 16.00000 19200.00 RIPRAP, CLASS 1 | | | 0026 616-06451 50.000 TON | 40.00000 2000.00| 35.00000 1750.00| 45.00000 2250.00 RIPRAP, UNIFORM | | | 0027 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 2000.000 SYS | 0.55000 1100.00| 0.55000 1100.00| 0.55000 1100.00 MULCHED SEEDING, R | | | 0029 702-90915 4.000 CYS | 550.00000 2200.00| 525.00000 2100.00| 146.00000 584.00 CONCRETE, A | | | 0030 714-08212 16.000 LFT | 225.00000 3600.00| 397.00000 6352.00| 252.00000 4032.00 CULVERT EXTENSION PRECAST BOX, | | | REINFORCED CONCRETE, 3 FT. | | | 0031 715-01472 1.000 EACH | 525.00000 525.00| 858.50000 858.50| 765.00000 765.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,480,930.27 ROUTE : 41 CALL ORDER : 491 CONTRACT ID : RS-27965-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-01765 3.000 EACH | 350.00000 1050.00| 696.00000 2088.00| 690.00000 2070.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0033 715-05053 10.000 LFT | 25.00000 250.00| 25.00000 250.00| 86.40000 864.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0034 715-41045 22.000 LFT | 110.00000 2420.00| 102.75000 2260.50| 57.00000 1254.00 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0035 715-95325 12.000 LFT | 80.00000 960.00| 86.70000 1040.40| 94.50000 1134.00 INVERT, CONCRETE PAVED | | | 0036 715-96389 2.000 EACH | 700.00000 1400.00| 1189.70000 2379.40| 816.00000 1632.00 PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | 0037 715-99178 29.000 LFT | 110.00000 3190.00| 162.00000 4698.00| 70.00000 2030.00 PIPE, REINFORCED CONCRETE, 24 IN. | | | 0038 720-44000 4.000 EACH | 325.00000 1300.00| 575.00000 2300.00| 741.00000 2964.00 CASTING, ADJUST TO GRADE | | | 0039 801-06203 14075.000 LFT | 0.37000 5207.75| 0.21000 2955.75| 0.50000 7037.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 14075.000 LFT | 1.10000 15482.50| 0.80000 11260.00| 1.12000 15764.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 100.000 EACH | 125.00000 12500.00| 75.00000 7500.00| 75.00000 7500.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 33529.75000 33529.75| 50579.51000 50579.51| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0043 805-02328 12390.000 LFT | 0.30000 3717.00| 0.30000 3717.00| 0.30000 3717.00 SIGNAL CABLE, 1C 14GA. | | | 0044 805-05905 1.000 EACH | 8900.00000 8900.00| 8900.00000 8900.00| 9500.00000 9500.00 ATR STATION- 4 LANE | | | 0045 805-78795 2835.000 LFT | 7.60000 21546.00| 7.60000 21546.00| 7.60000 21546.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0046 805-92951 33.000 EACH | 150.00000 4950.00| 150.00000 4950.00| 150.00000 4950.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0047 808-04298 1.000 EACH | 500.00000 500.00| 375.00000 375.00| 500.00000 500.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0048 808-06705 4692.000 LFT | 1.00000 4692.00| 1.07000 5020.44| 1.00000 4692.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0049 808-06713 174725.000 LFT | 0.09000 15725.25| 0.08000 13978.00| 0.09000 15725.25 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,480,930.27 ROUTE : 41 CALL ORDER : 491 CONTRACT ID : RS-27965-A COUNTIES : GIBSON VANDERBURGH LETTING DATE : 02/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-06714 140660.000 LFT | 0.09000 12659.40| 0.08000 11252.80| 0.09000 12659.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75001 35165.000 LFT | 0.12000 4219.80| 0.10000 3516.50| 0.12000 4219.80 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0052 808-75260 1350.000 LFT | 1.50000 2025.00| 1.60000 2160.00| 1.50000 2025.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0053 808-75272 355.000 LFT | 3.50000 1242.50| 3.20000 1136.00| 3.50000 1242.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0054 808-75278 445.000 LFT | 1.50000 667.50| 1.60000 712.00| 1.50000 667.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0055 808-75297 1436.000 LFT | 3.50000 5026.00| 3.20000 4595.20| 3.50000 5026.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0056 808-75320 66.000 EACH | 50.00000 3300.00| 52.00000 3432.00| 50.00000 3300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 32.000 EACH | 55.00000 1760.00| 74.00000 2368.00| 65.00000 2080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 808-75996 2425.000 EACH | 3.00000 7275.00| 3.20000 7760.00| 5.99000 14525.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 2425.000 EACH | 16.75000 40618.75| 16.75000 40618.75| 16.75000 40618.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 808-92027 700.000 LFT | 1.00000 700.00| 1.07000 749.00| 1.00000 700.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0061 808-97322 6.000 EACH | 400.00000 2400.00| 475.00000 2850.00| 400.00000 2400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), 10 | | | FT. HEIGHT | | | 0062 808-97323 4750.000 LFT | 2.50000 11875.00| 2.85000 13537.50| 2.50000 11875.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 3,176,000.00| $ 3,365,000.00| $ 3,543,369.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,176,000.00| $ 3,365,000.00| $ 3,543,369.70 ====================================================================================================================================