INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,841,148.55 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,985,486.63 107.8396% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 406.00000 406.00| 75.00000 75.00| RADIO | | | 0003 105-06908 16.000 MOS | 89.00000 1424.00| 50.00000 800.00| RADIO SERVICE | | | 0004 105-07039 16.000 MOS | 1400.00000 22400.00| 1500.00000 24000.00| FIELD OFFICE, B | | | 0005 105-08520 1.000 EACH | 406.00000 406.00| 125.00000 125.00| CELLULAR TELEPHONE/RADIO | | | 0006 105-08521 16.000 MOS | 89.00000 1424.00| 125.00000 2000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 88000.00000 88000.00| 95000.00000 95000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 16500.00000 16500.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY | | | 0012 202-02240 380.000 m2 | 17.50000 6650.00| 15.00000 5700.00| PAVEMENT REMOVAL , REINFORCED CONCRETE, | | | 230 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02241 51.500 m | 18.00000 927.00| 8.00000 412.00| GUARDRAIL, REMOVE | | | 0014 202-05544 12300.000 L | 0.20000 2460.00| 0.20000 2460.00| REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0015 202-05545 12.300 m3 | 250.00000 3075.00| 160.00000 1968.00| REGULATED MATERIALS, DISPOSE, C | | | 0016 202-05549 12300.000 L | 0.16000 1968.00| 0.20000 2460.00| REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0017 202-05550 12.300 m3 | 50.00000 615.00| 15.00000 184.50| REGULATED MATERIALS, REMOVE, C | | | 0018 202-05554 12300.000 L | 0.13000 1599.00| 0.15000 1845.00| REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0019 202-05555 12.300 m3 | 70.00000 861.00| 30.00000 369.00| REGULATED MATERIALS, TRANSPORT, C | | | 0020 202-05571 20.000 EACH | 100.00000 2000.00| 100.00000 2000.00| TESTING FOR WASTES (WATER), BENZENE | | | 0021 202-05571 20.000 EACH | 100.00000 2000.00| 100.00000 2000.00| TESTING FOR WASTES , TPH | | | 0022 202-51330 LUMP | 46500.00000 46500.00| 89000.00000 89000.00| PRESENT STRUCTURE, REMOVE | | | 0023 202-74045 12.000 EACH | 75.00000 900.00| 80.00000 960.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0024 202-74080 2.000 EACH | 1100.00000 2200.00| 1200.00000 2400.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0025 203-02000 2852.000 m3 | 8.05000 22958.60| 15.00000 42780.00| EXCAVATION, COMMON | | | 0026 203-51223 968.000 m3 | 9.95000 9631.60| 15.00000 14520.00| EXCAVATION, WATERWAY | | | 0027 205-03371 25.000 m3 | 35.00000 875.00| 30.00000 750.00| SEDIMENT REMOVE | | | 0028 205-06931 49.600 Mg | 34.00000 1686.40| 50.00000 2480.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06933 1.000 EACH | 400.00000 400.00| 150.00000 150.00| TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06936 53.200 Mg | 33.00000 1755.60| 50.00000 2660.00| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 205-06937 858.000 m | 5.00000 4290.00| 4.00000 3432.00| TEMPORARY SILT FENCE | | | 0032 205-06938 17.700 m | 125.00000 2212.50| 150.00000 2655.00| TEMPORARY SLOPE DRAIN | | | 0033 206-51220 270.500 m3 | 130.00000 35165.00| 50.00000 13525.00| EXCAVATION, WET | | | 0034 206-51225 21.800 m3 | 115.00000 2507.00| 50.00000 1090.00| EXCAVATION, DRY | | | 0035 207-08267 1589.000 m2 | 4.80000 7627.20| 10.00000 15890.00| SUBGRADE TREATMENT, TYPE IIIA , | | | TEMPORARY BRIDGE AND APPROACHES | | | 0036 207-08268 4332.600 m2 | 10.15000 43975.89| 16.00000 69321.60| SUBGRADE TREATMENT, TYPE IV | | | 0037 211-06467 27.200 m3 | 165.00000 4488.00| 100.00000 2720.00| AGGREGATE FOR END BENT BACKFILL | | | 0038 211-07454 46.100 m3 | 33.50000 1544.35| 35.00000 1613.50| STRUCTURE BACKFILL | | | 0039 213-08058 17.300 m3 | 115.00000 1989.50| 175.00000 3027.50| FLOWABLE BACKFILL | | | 0040 301-07448 2064.900 Mg | 20.00000 41298.00| 25.00000 51622.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-07455 56.100 m3 | 90.00000 5049.00| 100.00000 5610.00| DENSE GRADED SUBBASE | | | 0042 306-08033 1720.000 m2 | 3.65000 6278.00| 4.00000 6880.00| MILLING, ASPHALT, 25 mm | | | 0043 306-08043 899.000 m2 | 3.65000 3281.35| 6.00000 5394.00| MILLING, TRANSITION | | | 0044 401-06264 LUMP | 3130.00000 3130.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0045 402-07433 631.100 Mg | 91.00000 57430.10| 91.00000 57430.10| HMA SURFACE, TYPE B | | | 0046 402-07438 833.100 Mg | 86.50000 72063.15| 86.00000 71646.60| HMA INTERMEDIATE, TYPE B | | | 0047 402-07441 1577.600 Mg | 72.00000 113587.20| 73.00000 115164.80| HMA BASE, TYPE B | | | 0048 402-07453 517.100 Mg | 75.00000 38782.50| 76.00000 39299.60| HMA FOR TEMPORARY PAVEMENT | | | 0049 406-05520 4.300 Mg | 405.00000 1741.50| 425.00000 1827.50| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 601-01522 4.000 EACH | 2050.00000 8200.00| 1900.00000 7600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-02206 106.680 m | 35.00000 3733.80| 33.00000 3520.44| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0052 601-94689 4.000 EACH | 2400.00000 9600.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0053 601-97080 4.000 EACH | 1700.00000 6800.00| 1600.00000 6400.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 78.105 m | 70.00000 5467.35| 48.00000 3749.04| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 602-06729 8.000 EACH | 39.00000 312.00| 8.50000 68.00| BARRIER DELINEATOR | | | 0056 605-06140 164.000 m | 70.00000 11480.00| 75.00000 12300.00| CURB AND GUTTER, CONCRETE | | | 0057 605-94811 1.000 EACH | 1300.00000 1300.00| 1500.00000 1500.00| CURB TURNOUT | | | 0058 607-06335 15.500 m | 300.00000 4650.00| 175.00000 2712.50| PAVED SIDE DITCH, A | | | 0059 609-06259 374.100 m2 | 65.00000 24316.50| 85.00000 31798.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0060 610-07486 28.900 Mg | 240.00000 6936.00| 190.00000 5491.00| HMA FOR APPROACHES, TYPE A | | | 0061 610-07712 603.900 m2 | 42.00000 25363.80| 50.00000 30195.00| PCCP FOR APPROACHES, 150 mm | | | 0062 611-06497 2.000 EACH | 300.00000 600.00| 200.00000 400.00| MAILBOX ASSEMBLY, SINGLE | | | 0063 615-06490 25.000 EACH | 129.00000 3225.00| 125.00000 3125.00| RIGHT OF WAY MARKER | | | 0064 615-06505 4.000 EACH | 610.00000 2440.00| 600.00000 2400.00| MONUMENT, B | | | 0065 616-02320 1656.300 m2 | 1.00000 1656.30| 2.50000 4140.75| GEOTEXTILES | | | 0066 616-06405 822.800 Mg | 27.00000 22215.60| 30.00000 24684.00| RIPRAP, REVETMENT | | | 0067 621-01004 3.000 EACH | 1050.00000 3150.00| 1000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 621-01371 56.000 kg | 14.00000 784.00| 10.00000 560.00| SEED MIXTURE, LEGUME, 2 | | | 0069 621-06545 1.200 Mg | 1200.00000 1440.00| 750.00000 900.00| FERTILIZER | | | 0070 621-06553 128.000 kg | 9.00000 1152.00| 6.00000 768.00| SEED MIXTURE, R | | | 0071 621-06557 30.400 kg | 12.80000 389.12| 7.00000 212.80| SEED MIXTURE, T | | | 0072 621-06565 6.100 Mg | 700.00000 4270.00| 425.00000 2592.50| MULCHING MATERIAL | | | 0073 621-06567 22.400 kL | 4.00000 89.60| 5.00000 112.00| WATER | | | 0074 621-06575 1237.400 m2 | 2.50000 3093.50| 4.25000 5258.95| SODDING, NURSERY | | | 0075 622-52436 4.000 EACH | 75.00000 300.00| 42.00000 168.00| SIGN, DO NOT MOW OR SPRAY | | | 0076 622-91786 400.000 EACH | 7.75000 3100.00| 9.00000 3600.00| SEEDLING | | | 0077 701-01849 252.600 m | 225.00000 56835.00| 250.00000 63150.00| PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0078 701-93633 15.000 m | 450.00000 6750.00| 1100.00000 16500.00| OVERSIZED PREDRILLED PILE HOLES 450 mm | | | 0079 702-51005 140.400 m3 | 525.00000 73710.00| 620.00000 87048.00| CONCRETE, A, SUBSTRUCTURE | | | 0080 702-51015 34.800 m3 | 2300.00000 80040.00| 750.00000 26100.00| CONCRETE, B, FOOTINGS | | | 0081 703-51030 13028.000 kg | 2.02000 26316.56| 1.90000 24753.20| REINFORCING STEEL | | | 0082 703-51032 38817.000 kg | 2.09000 81127.53| 2.00000 77634.00| REINFORCING STEEL, EPOXY COATED | | | 0083 704-51002 201.200 m3 | 545.00000 109654.00| 650.00000 130780.00| CONCRETE, C, SUPERSTRUCTURE | | | 0084 706-05732 4.000 EACH | 1550.00000 6200.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0085 706-51020 17.500 m3 | 645.00000 11287.50| 600.00000 10500.00| CONCRETE, C, RAILING | | | 0086 707-05979 264.000 m2 | 625.00000 165000.00| 750.00000 198000.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 709-51821 LUMP | 4700.00000 4700.00| 4000.00000 4000.00| SURFACE SEAL | | | 0088 713-51335 LUMP | 245000.00000 245000.00| 225000.00000 225000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0089 715-05121 25.500 m | 110.00000 2805.00| 200.00000 5100.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0090 715-05149 94.000 m | 95.00000 8930.00| 160.00000 15040.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0091 715-05151 18.500 m | 100.00000 1850.00| 150.00000 2775.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0092 715-05169 49.000 m | 100.00000 4900.00| 160.00000 7840.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0093 715-05173 8.500 m | 150.00000 1275.00| 340.00000 2890.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0094 715-05407 53.000 m | 30.00000 1590.00| 50.00000 2650.00| PIPE, END BENT DRAIN, 150 mm | | | 0095 715-46000 1.000 EACH | 230.00000 230.00| 500.00000 500.00| PIPE END SECTION, 300 mm | | | 0096 715-46005 7.000 EACH | 240.00000 1680.00| 550.00000 3850.00| PIPE END SECTION, 375 mm | | | 0097 715-46010 2.000 EACH | 340.00000 680.00| 600.00000 1200.00| PIPE END SECTION, 450 mm | | | 0098 715-46020 2.000 EACH | 370.00000 740.00| 650.00000 1300.00| PIPE END SECTION, 600 mm | | | 0099 720-04666 4.000 EACH | 2200.00000 8800.00| 4300.00000 17200.00| CATCH BASIN , CIRCULAR, 1219 mm, W/ | | | TYPE 10 CASTING | | | 0100 720-45035 1.000 EACH | 1450.00000 1450.00| 3200.00000 3200.00| INLET, F7 | | | 0101 728-98377 LUMP | 3300.00000 3300.00| 3200.00000 3200.00| MASONRY COATING | | | 0102 801-04308 2.000 EACH | 650.00000 1300.00| 500.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06203 205.000 m | 2.50000 512.50| 1.50000 307.50| TEMPORARY PAVEMENT MARKING, 100 mm , | | | WHITE | | | 0104 801-06203 415.000 m | 2.50000 1037.50| 1.50000 622.50| TEMPORARY PAVEMENT MARKING, 100 mm , | | | YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 801-06207 385.000 m | 3.65000 1405.25| 3.50000 1347.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm , WHITE | | | 0106 801-06207 675.000 m | 3.65000 2463.75| 3.50000 2362.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm , YELLOW | | | 0107 801-06211 1.000 EACH | 225.00000 225.00| 165.00000 165.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0108 801-06218 12.200 m | 45.00000 549.00| 30.00000 366.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm , WHITE | | | 0109 801-06640 42.000 EACH | 200.00000 8400.00| 200.00000 8400.00| CONSTRUCTION SIGN, A | | | 0110 801-06645 8.000 EACH | 95.00000 760.00| 75.00000 600.00| CONSTRUCTION SIGN, B | | | 0111 801-06649 37.000 EACH | 8.50000 314.50| 6.50000 240.50| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0112 801-06775 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0113 801-07118 18.000 m | 65.00000 1170.00| 45.00000 810.00| BARRICADE, III-A | | | 0114 802-05701 28.400 m | 44.50000 1263.80| 50.00000 1420.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0115 802-05702 12.500 m | 41.00000 512.50| 45.00000 562.50| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0116 802-05706 7.400 m | 51.00000 377.40| 60.00000 444.00| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0117 802-07159 1.000 EACH | 3180.00000 3180.00| 3500.00000 3500.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0118 802-76025 8.630 m2 | 255.00000 2200.65| 275.00000 2373.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0119 802-76035 4.640 m2 | 250.00000 1160.00| 275.00000 1276.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,883,479.91 ROUTE : SR 54 CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1618530 |( ) |CLR, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 802-76045 1.760 m2 | 310.00000 545.60| 325.00000 572.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0121 802-76135 1.000 EACH | 9600.00000 9600.00| 11000.00000 11000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0122 804-06740 54.000 EACH | 32.00000 1728.00| 30.00000 1620.00| DELINEATOR WITH POST, D2 , WHITE, | | | TEMPORARY BRIDGE AND APPROACHES | | | 0123 808-06713 1450.000 m | 0.75000 1087.50| 0.70000 1015.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0124 808-06714 960.000 m | 0.75000 720.00| 0.70000 672.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0125 808-75297 25.500 m | 26.00000 663.00| 25.00000 637.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0126 808-75320 4.000 EACH | 160.00000 640.00| 150.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0127 808-75996 13.000 EACH | 45.00000 585.00| 15.00000 195.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0128 808-75998 31.000 EACH | 57.00000 1767.00| 60.00000 1860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,841,148.55| $ 1,985,486.63| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,841,148.55| $ 1,985,486.63| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 559,251.54 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 767,064.97 137.1592% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 795,558.00 142.2541% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 856,933.75 153.2287% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 12000.00000 12000.00| 10600.00000 10600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1000.00000 12000.00| 1800.00000 21600.00| 1484.00000 17808.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 27000.00000 27000.00| 37000.00000 37000.00| 40150.00000 40150.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 10350.00000 10350.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 35.780 m | 15.00000 536.70| 15.00000 536.70| 34.00000 1216.52 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 35000.00000 35000.00| 30000.00000 30000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 936.000 m3 | 13.00000 12168.00| 20.00000 18720.00| 18.65000 17456.40 EXCAVATION, COMMON | | | 0010 205-03371 50.600 m3 | 5.00000 253.00| 35.00000 1771.00| 10.00000 506.00 SEDIMENT REMOVE | | | 0011 205-06931 1.520 Mg | 50.00000 76.00| 550.00000 836.00| 200.00000 304.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 50.00000 100.00| 115.00000 230.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 35.280 Mg | 20.00000 705.60| 40.00000 1411.20| 25.00000 882.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 165.000 m | 5.00000 825.00| 5.00000 825.00| 4.50000 742.50 TEMPORARY SILT FENCE | | | 0015 207-08263 1529.100 m2 | 7.90000 12079.89| 6.50000 9939.15| 11.60000 17737.56 SUBGRADE TREATMENT, TYPE IA | | | 0016 211-06467 23.600 m3 | 45.00000 1062.00| 100.00000 2360.00| 58.44000 1379.18 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 65.600 m3 | 45.00000 2952.00| 45.00000 2952.00| 16.50000 1082.40 STRUCTURE BACKFILL | | | 0018 301-07448 576.300 Mg | 20.00000 11526.00| 20.00000 11526.00| 21.83000 12580.63 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 34.400 m3 | 45.00000 1548.00| 15.00000 516.00| 31.87000 1096.33 DENSE GRADED SUBBASE | | | 0020 304-07490 4.700 Mg | 100.00000 470.00| 300.00000 1410.00| 395.00000 1856.50 HMA PATCHING, TYPE B | | | 0021 402-07432 61.200 Mg | 80.00000 4896.00| 100.00000 6120.00| 115.00000 7038.00 HMA SURFACE, TYPE A | | | 0022 402-07433 69.100 Mg | 80.00000 5528.00| 100.00000 6910.00| 105.00000 7255.50 HMA SURFACE, TYPE B | | | 0023 402-07438 116.800 Mg | 75.00000 8760.00| 95.00000 11096.00| 130.00000 15184.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07440 183.600 Mg | 75.00000 13770.00| 95.00000 17442.00| 95.00000 17442.00 HMA BASE, TYPE A | | | 0025 402-07441 387.500 Mg | 75.00000 29062.50| 96.00000 37200.00| 86.00000 33325.00 HMA BASE, TYPE B | | | 0026 405-05517 1.640 Mg | 10.00000 16.40| 550.00000 902.00| 540.00000 885.60 ASPHALT FOR PRIME COAT | | | 0027 406-05520 0.690 Mg | 500.00000 345.00| 450.00000 310.50| 325.00000 224.25 ASPHALT FOR TACK COAT | | | 0028 601-01128 4.000 EACH | 1450.00000 5800.00| 1500.00000 6000.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-01846 2.000 EACH | 2000.00000 4000.00| 1800.00000 3600.00| 1795.00000 3590.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-04746 2.000 EACH | 1750.00000 3500.00| 3750.00000 7500.00| 3750.00000 7500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0031 601-94689 2.000 EACH | 2750.00000 5500.00| 2395.00000 4790.00| 2395.00000 4790.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-99105 30.480 m | 60.00000 1828.80| 120.75000 3680.46| 120.75000 3680.46 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH | 9.00000 54.00| 15.00000 90.00| 9.00000 54.00 BARRIER DELINEATOR | | | 0034 603-03692 45.000 m | 90.00000 4050.00| 45.00000 2025.00| 85.00000 3825.00 FENCE, WOOD | | | 0035 609-06259 232.800 m2 | 80.00000 18624.00| 100.00000 23280.00| 77.29000 17993.11 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 610-07486 85.600 Mg | 90.00000 7704.00| 175.00000 14980.00| 111.00000 9501.60 HMA FOR APPROACHES, TYPE A | | | 0037 611-06497 1.000 EACH | 200.00000 200.00| 115.00000 115.00| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 2.000 EACH | 250.00000 500.00| 175.00000 350.00| 175.00000 350.00 MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06490 18.000 EACH | 125.00000 2250.00| 98.00000 1764.00| 98.00000 1764.00 RIGHT OF WAY MARKER | | | 0040 616-02320 525.300 m2 | 3.50000 1838.55| 4.50000 2363.85| 2.11000 1108.38 GEOTEXTILES | | | 0041 616-05688 461.900 Mg | 22.00000 10161.80| 35.00000 16166.50| 28.55000 13187.25 RIPRAP, CLASS 1 | | | 0042 616-06405 31.400 Mg | 22.00000 690.80| 50.00000 1570.00| 27.77000 871.98 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH | 475.00000 950.00| 450.00000 900.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.400 Mg | 400.00000 160.00| 350.00000 140.00| 350.00000 140.00 FERTILIZER | | | 0045 621-06553 41.800 kg | 6.00000 250.80| 5.00000 209.00| 5.00000 209.00 SEED MIXTURE, R | | | 0046 621-06557 36.300 kg | 4.00000 145.20| 4.00000 145.20| 4.00000 145.20 SEED MIXTURE, T | | | 0047 621-06565 1.980 Mg | 350.00000 693.00| 330.00000 653.40| 330.00000 653.40 MULCHING MATERIAL | | | 0048 621-06567 31.900 kL | 1.00000 31.90| 6.00000 191.40| 6.00000 191.40 WATER | | | 0049 621-06574 160.800 m2 | 5.00000 804.00| 6.00000 964.80| 3.00000 482.40 SODDING | | | 0050 622-52436 2.000 EACH | 30.00000 60.00| 20.00000 40.00| 28.00000 56.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 622-91786 40.000 EACH | 10.00000 400.00| 6.00000 240.00| 6.00000 240.00 SEEDLING | | | 0052 701-51195 112.000 m | 150.00000 16800.00| 250.00000 28000.00| 352.00000 39424.00 PILE, STEEL H, HP 310 X 79 | | | 0053 701-91792 16.000 EACH | 110.00000 1760.00| 175.00000 2800.00| 93.00000 1488.00 PILE TIP, STEEL H | | | 0054 702-51110 292.200 kg | 5.00000 1461.00| 6.00000 1753.20| 5.68000 1659.70 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51032 17587.000 kg | 1.80000 31656.60| 2.20000 38691.40| 2.09000 36756.83 REINFORCING STEEL, EPOXY COATED | | | 0056 703-97703 300.000 EACH | 12.50000 3750.00| 16.00000 4800.00| 16.05000 4815.00 THREADED BAR SPLICE, EPOXY COATED | | | 0057 704-51002 105.200 m3 | 550.00000 57860.00| 850.00000 89420.00| 1121.19000 117949.19 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05733 4.000 EACH | 1350.00000 5400.00| 1900.00000 7600.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0059 706-51020 8.400 m3 | 600.00000 5040.00| 850.00000 7140.00| 633.00000 5317.20 CONCRETE, C, RAILING | | | 0060 707-05977 168.700 m2 | 425.00000 71697.50| 600.00000 101220.00| 512.00000 86374.40 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0061 709-51821 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 2344.00000 2344.00 SURFACE SEAL | | | 0062 715-02398 1.000 EACH | 3000.00000 3000.00| 4500.00000 4500.00| 2815.00000 2815.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0063 715-05024 111.000 m | 214.50000 23809.50| 275.00000 30525.00| 269.00000 29859.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0064 715-05149 2.000 m | 85.00000 170.00| 340.00000 680.00| 325.00000 650.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05171 21.500 m | 120.00000 2580.00| 125.00000 2687.50| 147.00000 3160.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-05407 52.000 m | 20.00000 1040.00| 30.00000 1560.00| 26.89000 1398.28 PIPE, END BENT DRAIN, 150 mm | | | 0067 715-46010 4.000 EACH | 350.00000 1400.00| 600.00000 2400.00| 365.00000 1460.00 PIPE END SECTION, 450 mm | | | 0068 715-46040 1.000 EACH | 850.00000 850.00| 1000.00000 1000.00| 1100.00000 1100.00 PIPE END SECTION, 900 mm | | | 0069 715-91361 2.000 m | 50.00000 100.00| 150.00000 300.00| 93.20000 186.40 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 720-45270 2.000 EACH | 500.00000 1000.00| 2600.00000 5200.00| 1040.00000 2080.00 PIPE CATCH BASIN, 450 mm | | | 0071 720-45415 3.000 EACH | 2750.00000 8250.00| 5000.00000 15000.00| 3260.00000 9780.00 MANHOLE, D4 | | | 0072 801-06207 1964.000 m | 3.25000 6383.00| 3.00000 5892.00| 3.00000 5892.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06218 7.700 m | 20.00000 154.00| 19.50000 150.15| 19.50000 150.15 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0074 801-06640 18.000 EACH | 200.00000 3600.00| 145.00000 2610.00| 145.00000 2610.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 1.000 EACH | 60.00000 60.00| 60.00000 60.00| 60.00000 60.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 6000.00000 6000.00| 12000.00000 12000.00| 23480.00000 23480.00 MAINTAINING TRAFFIC | | | 0077 801-07119 7.200 m | 75.00000 540.00| 69.50000 500.40| 69.50000 500.40 BARRICADE, III-B | | | 0078 801-08508 131.000 m | 82.00000 10742.00| 165.00000 21615.00| 81.80000 10715.80 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0079 801-53072 LUMP | 17500.00000 17500.00| 30000.00000 30000.00| 25560.00000 25560.00 TEMPORARY TRAFFIC SIGNAL | | | 0080 802-05701 12.440 m | 50.00000 622.00| 37.26000 463.51| 42.00000 522.48 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-07059 4.000 EACH | 35.00000 140.00| 30.00000 120.00| 30.00000 120.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0082 802-76025 0.160 m2 | 1650.00000 264.00| 192.63000 30.82| 140.00000 22.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 1.890 m2 | 200.00000 378.00| 214.12000 404.69| 148.00000 279.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 802-76045 0.140 m2 | 750.00000 105.00| 235.64000 32.99| 180.00000 25.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0085 808-06713 420.000 m | 1.25000 525.00| 0.98000 411.60| 1.96000 823.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 808-06714 420.000 m | 1.25000 525.00| 0.98000 411.60| 0.98000 411.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-75996 19.000 EACH | 15.00000 285.00| 25.05000 475.95| 20.00000 380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 808-75998 19.000 EACH | 75.00000 1425.00| 65.00000 1235.00| 65.00000 1235.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 559,251.54| $ 767,064.97| $ 795,558.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 559,251.54| $ 767,064.97| $ 795,558.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 42000.00000 42000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 35.780 m | 35.00000 1252.30| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 33500.00000 33500.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 936.000 m3 | 15.00000 14040.00| | EXCAVATION, COMMON | | | 0010 205-03371 50.600 m3 | 30.00000 1518.00| | SEDIMENT REMOVE | | | 0011 205-06931 1.520 Mg | 120.00000 182.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 105.00000 210.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 35.280 Mg | 65.00000 2293.20| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 165.000 m | 5.00000 825.00| | TEMPORARY SILT FENCE | | | 0015 207-08263 1529.100 m2 | 15.00000 22936.50| | SUBGRADE TREATMENT, TYPE IA | | | 0016 211-06467 23.600 m3 | 100.00000 2360.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 65.600 m3 | 50.00000 3280.00| | STRUCTURE BACKFILL | | | 0018 301-07448 576.300 Mg | 25.00000 14407.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 302-07455 34.400 m3 | 85.00000 2924.00| | DENSE GRADED SUBBASE | | | 0020 304-07490 4.700 Mg | 400.00000 1880.00| | HMA PATCHING, TYPE B | | | 0021 402-07432 61.200 Mg | 120.00000 7344.00| | HMA SURFACE, TYPE A | | | 0022 402-07433 69.100 Mg | 110.00000 7601.00| | HMA SURFACE, TYPE B | | | 0023 402-07438 116.800 Mg | 135.00000 15768.00| | HMA INTERMEDIATE, TYPE B | | | 0024 402-07440 183.600 Mg | 100.00000 18360.00| | HMA BASE, TYPE A | | | 0025 402-07441 387.500 Mg | 90.00000 34875.00| | HMA BASE, TYPE B | | | 0026 405-05517 1.640 Mg | 600.00000 984.00| | ASPHALT FOR PRIME COAT | | | 0027 406-05520 0.690 Mg | 350.00000 241.50| | ASPHALT FOR TACK COAT | | | 0028 601-01128 4.000 EACH | 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-01846 2.000 EACH | 1900.00000 3800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-04746 2.000 EACH | 5000.00000 10000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0031 601-94689 2.000 EACH | 2500.00000 5000.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 30.480 m | 125.00000 3810.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH | 9.50000 57.00| | BARRIER DELINEATOR | | | 0034 603-03692 45.000 m | 90.00000 4050.00| | FENCE, WOOD | | | 0035 609-06259 232.800 m2 | 85.00000 19788.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 610-07486 85.600 Mg | 115.00000 9844.00| | HMA FOR APPROACHES, TYPE A | | | 0037 611-06497 1.000 EACH | 125.00000 125.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 611-06498 2.000 EACH | 200.00000 400.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06490 18.000 EACH | 100.00000 1800.00| | RIGHT OF WAY MARKER | | | 0040 616-02320 525.300 m2 | 3.50000 1838.55| | GEOTEXTILES | | | 0041 616-05688 461.900 Mg | 30.00000 13857.00| | RIPRAP, CLASS 1 | | | 0042 616-06405 31.400 Mg | 30.00000 942.00| | RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH | 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.400 Mg | 400.00000 160.00| | FERTILIZER | | | 0045 621-06553 41.800 kg | 5.50000 229.90| | SEED MIXTURE, R | | | 0046 621-06557 36.300 kg | 4.50000 163.35| | SEED MIXTURE, T | | | 0047 621-06565 1.980 Mg | 350.00000 693.00| | MULCHING MATERIAL | | | 0048 621-06567 31.900 kL | 6.00000 191.40| | WATER | | | 0049 621-06574 160.800 m2 | 3.25000 522.60| | SODDING | | | 0050 622-52436 2.000 EACH | 30.00000 60.00| | SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 40.000 EACH | 6.50000 260.00| | SEEDLING | | | 0052 701-51195 112.000 m | 225.00000 25200.00| | PILE, STEEL H, HP 310 X 79 | | | 0053 701-91792 16.000 EACH | 150.00000 2400.00| | PILE TIP, STEEL H | | | 0054 702-51110 292.200 kg | 3.50000 1022.70| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51032 17587.000 kg | 2.50000 43967.50| | REINFORCING STEEL, EPOXY COATED | | | 0056 703-97703 300.000 EACH | 20.00000 6000.00| | THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 704-51002 105.200 m3 | 1000.00000 105200.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05733 4.000 EACH | 2000.00000 8000.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0059 706-51020 8.400 m3 | 1150.00000 9660.00| | CONCRETE, C, RAILING | | | 0060 707-05977 168.700 m2 | 700.00000 118090.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0061 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL | | | 0062 715-02398 1.000 EACH | 4000.00000 4000.00| | SAFETY METAL END SECTION, 6:1, 900 mm | | | 0063 715-05024 111.000 m | 350.00000 38850.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0064 715-05149 2.000 m | 275.00000 550.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05171 21.500 m | 175.00000 3762.50| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-05407 52.000 m | 60.00000 3120.00| | PIPE, END BENT DRAIN, 150 mm | | | 0067 715-46010 4.000 EACH | 800.00000 3200.00| | PIPE END SECTION, 450 mm | | | 0068 715-46040 1.000 EACH | 1200.00000 1200.00| | PIPE END SECTION, 900 mm | | | 0069 715-91361 2.000 m | 900.00000 1800.00| | PIPE, PVC, 150 mm | | | 0070 720-45270 2.000 EACH | 1100.00000 2200.00| | PIPE CATCH BASIN, 450 mm | | | 0071 720-45415 3.000 EACH | 5000.00000 15000.00| | MANHOLE, D4 | | | 0072 801-06207 1964.000 m | 3.25000 6383.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06218 7.700 m | 20.00000 154.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0074 801-06640 18.000 EACH | 150.00000 2700.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 729,239.40 ROUTE : 56 CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-06645 1.000 EACH | 65.00000 65.00| | CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0077 801-07119 7.200 m | 70.00000 504.00| | BARRICADE, III-B | | | 0078 801-08508 131.000 m | 125.00000 16375.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0079 801-53072 LUMP | 40000.00000 40000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0080 802-05701 12.440 m | 40.00000 497.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-07059 4.000 EACH | 31.00000 124.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0082 802-76025 0.160 m2 | 200.00000 32.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 1.890 m2 | 225.00000 425.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 802-76045 0.140 m2 | 250.00000 35.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0085 808-06713 420.000 m | 1.00000 420.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 420.000 m | 1.00000 420.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-75996 19.000 EACH | 25.00000 475.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 808-75998 19.000 EACH | 75.00000 1425.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 856,933.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 856,933.75| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,751.97 ROUTE : SR 26 CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/27/06 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 $ 599,951.44 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 641,194.07 106.8743% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SUPERSTRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4250.00000 4250.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2200.00000 15400.00| 2400.00000 16800.00| FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 28000.00000 28000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0008 202-02241 547.000 LFT | 1.00000 547.00| 1.00000 547.00| GUARDRAIL, REMOVE | | | 0009 202-51133 364.000 LFT | 1.00000 364.00| 1.00000 364.00| RAILING, REMOVE | | | 0010 202-51328 LUMP | 70000.00000 70000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-94810 4.000 EACH | 800.00000 3200.00| 200.00000 800.00| CURB TURNOUT, REMOVE | | | 0012 203-02070 73.000 CYS | 15.00000 1095.00| 15.00000 1095.00| BORROW | | | 0013 203-90014 3.500 STA | 3500.00000 12250.00| 1000.00000 3500.00| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,751.97 ROUTE : SR 26 CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06937 680.000 LFT | 3.00000 2040.00| 1.85000 1258.00| TEMPORARY SILT FENCE | | | 0015 206-51220 18.000 CYS | 175.00000 3150.00| 150.00000 2700.00| EXCAVATION, WET | | | 0016 211-06467 16.000 CYS | 45.00000 720.00| 30.00000 480.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 301-07448 231.000 TON | 21.00000 4851.00| 24.00000 5544.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 302-07455 26.000 CYS | 45.00000 1170.00| 30.00000 780.00| DENSE GRADED SUBBASE | | | 0019 306-08043 320.000 SYS | 11.00000 3520.00| 12.00000 3840.00| MILLING, TRANSITION | | | 0020 402-07432 18.000 TON | 172.00000 3096.00| 150.00000 2700.00| HMA SURFACE, TYPE A | | | 0021 402-07433 39.000 TON | 133.00000 5187.00| 120.00000 4680.00| HMA SURFACE, TYPE B | | | 0022 402-07438 54.000 TON | 118.00000 6372.00| 155.00000 8370.00| HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 55.000 TON | 133.00000 7315.00| 126.00000 6930.00| HMA BASE, TYPE A | | | 0024 406-05521 954.000 SYS | 1.00000 954.00| 0.09000 85.86| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH | 2250.00000 9000.00| 2012.50000 8050.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH | 2500.00000 10000.00| 2500.00000 10000.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 212.500 LFT | 18.50000 3931.25| 18.00000 3825.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06729 10.000 EACH | 12.00000 120.00| 20.00000 200.00| BARRIER DELINEATOR | | | 0029 609-06259 152.000 SYS | 62.00000 9424.00| 55.00000 8360.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 616-02320 398.000 SYS | 5.00000 1990.00| 4.00000 1592.00| GEOTEXTILES | | | 0031 616-05688 163.000 TON | 35.00000 5705.00| 52.00000 8476.00| RIPRAP, CLASS 1 | | | 0032 616-06405 62.000 TON | 25.00000 1550.00| 30.00000 1860.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,751.97 ROUTE : SR 26 CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-01004 2.000 EACH | 800.00000 1600.00| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02363 348.000 SYS | 2.50000 870.00| 1.50000 522.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-02770 233.000 SYS | 6.00000 1398.00| 4.00000 932.00| EROSION CONTROL BLANKET | | | 0036 621-06559 348.000 SYS | 2.75000 957.00| 3.00000 1044.00| MULCHED SEEDING, R | | | 0037 621-06567 0.300 kGAL | 1.00000 0.30| 60.00000 18.00| WATER | | | 0038 621-06574 78.000 SYS | 10.00000 780.00| 30.00000 2340.00| SODDING | | | 0039 702-51005 57.500 CYS | 550.00000 31625.00| 600.00000 34500.00| CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51863 44.000 EACH | 18.00000 792.00| 10.00000 440.00| FIELD DRILLED HOLE IN CONCRETE | | | 0041 702-92857 3.200 CYS | 550.00000 1760.00| 600.00000 1920.00| CONCRETE, C, SUBSTRUCTURE | | | 0042 703-51030 1451.000 LBS | 2.00000 2902.00| 1.00000 1451.00| REINFORCING STEEL | | | 0043 703-51032 55250.000 LBS | 0.62000 34255.00| 1.20000 66300.00| REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 185.800 CYS | 550.00000 102190.00| 600.00000 111480.00| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 35.000 CYS | 650.00000 22750.00| 500.00000 17500.00| CONCRETE, C, RAILING | | | 0047 707-05979 3600.000 SFT | 42.00000 151200.00| 46.12000 166032.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0048 709-51821 LUMP | 4500.00000 4500.00| 6000.00000 6000.00| SURFACE SEAL | | | 0049 729-51875 50.000 SFT | 35.00000 1750.00| 30.00000 1500.00| CONCRETE, A, PATCHING | | | 0050 801-04308 5.000 EACH | 220.00000 1100.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 50.000 EACH | 98.00000 4900.00| 100.00000 5000.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,751.97 ROUTE : SR 26 CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-06640 20.000 EACH | 130.00000 2600.00| 132.00000 2640.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 16.000 EACH | 60.00000 960.00| 60.00000 960.00| CONSTRUCTION SIGN, B | | | 0054 801-07118 80.000 LFT | 18.00000 1440.00| 20.00000 1600.00| BARRICADE, III-A | | | 0055 801-07119 16.000 LFT | 22.00000 352.00| 22.00000 352.00| BARRICADE, III-B | | | 0056 802-05701 44.330 LFT | 17.00000 753.61| 17.00000 753.61| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-05702 39.000 LFT | 13.00000 507.00| 12.00000 468.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0058 802-07058 2.000 EACH | 90.00000 180.00| 90.00000 180.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0059 802-07060 4.000 EACH | 90.00000 360.00| 75.00000 300.00| SIGN, SHEET, RELOCATE | | | 0060 808-06713 956.000 LFT | 0.60000 573.60| 0.60000 573.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1796.000 LFT | 0.58000 1041.68| 0.50000 898.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-75996 10.000 EACH | 30.00000 300.00| 20.00000 200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 10.000 EACH | 185.00000 1850.00| 140.00000 1400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 599,951.44| $ 641,194.07| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 599,951.44| $ 641,194.07| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,827.54 ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 632,132.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-08520 1.000 EACH | 220.00000 220.00| | CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 175.00000 1050.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 31600.00000 31600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP | 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION , FOR | | | HIGH DENSITY POLYURETHANE FOAM | | | 0008 202-06541 2.000 EACH | 6500.00000 13000.00| | REMOVE , BRIDGE APPROACH SLAB | | | 0009 202-51328 LUMP | 8300.00000 8300.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 82.000 SYS | 100.00000 8200.00| | SLOPEWALL, REMOVE | | | 0011 213-04324 55.000 CYS | 450.00000 24750.00| | FLOWABLE FILL | | | 0012 303-01180 100.000 TON | 45.00000 4500.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,827.54 ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-02051 8.000 TON | 150.00000 1200.00| | STONE, 2 | | | 0014 304-07492 2.000 TON | 1000.00000 2000.00| | WIDENING WITH HMA, TYPE A | | | 0015 306-08036 25.000 SYS | 35.00000 875.00| | MILLING, ASPHALT, 2 IN. | | | 0016 402-05477 13.000 TON | 180.00000 2340.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 605-94811 2.000 EACH | 1500.00000 3000.00| | CURB TURNOUT | | | 0018 605-95635 17.000 LFT | 150.00000 2550.00| | CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0019 605-97170 17.000 LFT | 46.00000 782.00| | CURB, PRECAST CONCRETE | | | 0020 609-06259 375.000 SYS | 85.00000 31875.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0021 612-08370 10000.000 LBS | 6.10000 61000.00| | HIGH DENSITY POLYURETHANE | | | 0022 616-02281 4.000 CYS | 500.00000 2000.00| | GROUT FOR RIPRAP | | | 0023 616-02320 88.000 SYS | 4.00000 352.00| | GEOTEXTILES | | | 0024 616-06405 77.000 TON | 72.00000 5544.00| | RIPRAP, REVETMENT | | | 0025 616-06455 82.000 SYS | 200.00000 16400.00| | SLOPEWALL | | | 0026 616-93772 10.000 EACH | 135.00000 1350.00| | INSPECTION HOLE | | | 0027 621-02770 17.000 SYS | 30.00000 510.00| | EROSION CONTROL BLANKET | | | 0028 621-06559 17.000 SYS | 25.00000 425.00| | MULCHED SEEDING, R | | | 0029 702-51864 98.000 EACH | 15.00000 1470.00| | FIELD DRILLED HOLE | | | 0030 703-51032 11250.000 LBS | 1.50000 16875.00| | REINFORCING STEEL, EPOXY COATED | | | 0031 715-05149 88.000 LFT | 42.00000 3696.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,827.54 ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-46000 1.000 EACH | 237.00000 237.00| | PIPE END SECTION, 12 IN. | | | 0033 715-99020 120.000 LFT | 16.00000 1920.00| | PIPE, POLYETHYLENE, 6 IN. , SMOOTH | | | INTERIOR | | | 0034 720-45010 1.000 EACH | 2100.00000 2100.00| | INLET, A3 | | | 0035 722-51852 2072.000 SFT | 42.00000 87024.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-03276 450.000 LFT | 15.30000 6885.00| | EXPANSION JOINT SEALING SYSTEM , | | | LONGITUDINAL | | | 0037 724-03276 70.000 LFT | 133.00000 9310.00| | EXPANSION JOINT SEALING SYSTEM , REPAIR | | | 0038 724-03276 246.000 LFT | 81.00000 19926.00| | EXPANSION JOINT SEALING SYSTEM , WITH | | | NOSING | | | 0039 724-03276 375.000 LFT | 67.00000 25125.00| | EXPANSION JOINT SEALING SYSTEM , | | | WITHOUT NOSING | | | 0040 801-01093 60.000 EACH | 100.00000 6000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0041 801-04308 8.000 EACH | 225.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06625 50.000 EACH | 75.00000 3750.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 38.000 EACH | 110.00000 4180.00| | CONSTRUCTION SIGN, A | | | 0044 801-06645 4.000 EACH | 50.00000 200.00| | CONSTRUCTION SIGN, B | | | 0045 801-06710 100.000 DAY | 15.00000 1500.00| | FLASHING ARROW SIGN | | | 0046 801-06775 LUMP | 4200.00000 4200.00| | MAINTAINING TRAFFIC , STR. NO. 01 | | | 0047 801-06775 LUMP | 3300.00000 3300.00| | MAINTAINING TRAFFIC , STR. NO. 02 | | | 0048 801-06775 LUMP | 6100.00000 6100.00| | MAINTAINING TRAFFIC , STR. NO. 03 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,827.54 ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 801-06775 LUMP | 12100.00000 12100.00| | MAINTAINING TRAFFIC , STR. NO. 04 | | | 0050 801-06775 LUMP | 3800.00000 3800.00| | MAINTAINING TRAFFIC , STR. NO. 05 | | | 0051 801-06775 LUMP | 7400.00000 7400.00| | MAINTAINING TRAFFIC , STR. NO. 06 | | | 0052 801-06775 LUMP | 4900.00000 4900.00| | MAINTAINING TRAFFIC , STR. NO. 07 | | | 0053 801-06775 LUMP | 4900.00000 4900.00| | MAINTAINING TRAFFIC , STR. NO. 08 | | | 0054 801-06775 LUMP | 4200.00000 4200.00| | MAINTAINING TRAFFIC , STR. NO. 09 | | | 0055 801-06775 LUMP | 3100.00000 3100.00| | MAINTAINING TRAFFIC , STR. NO. 10 | | | 0056 801-06775 LUMP | 3100.00000 3100.00| | MAINTAINING TRAFFIC , STR. NO. 11 | | | 0057 801-06775 LUMP | 3100.00000 3100.00| | MAINTAINING TRAFFIC , STR. NO. 12 | | | 0058 801-06775 LUMP | 3500.00000 3500.00| | MAINTAINING TRAFFIC , STR. NO. 13 | | | 0059 801-06775 LUMP | 3500.00000 3500.00| | MAINTAINING TRAFFIC , STR. NO. 14 | | | 0060 801-06775 LUMP | 8000.00000 8000.00| | MAINTAINING TRAFFIC , STR. NO. 15 | | | 0061 801-06775 LUMP | 8500.00000 8500.00| | MAINTAINING TRAFFIC , STR. NO. 16 | | | 0062 801-06775 LUMP | 13500.00000 13500.00| | MAINTAINING TRAFFIC , STR. NO. 17 | | | 0063 801-06775 LUMP | 7000.00000 7000.00| | MAINTAINING TRAFFIC , STR. NO. 18 | | | 0064 801-06775 LUMP | 2700.00000 2700.00| | MAINTAINING TRAFFIC , STR. NO. 19 | | | 0065 801-06775 LUMP | 2300.00000 2300.00| | MAINTAINING TRAFFIC , STR. NO. 20 | | | 0066 801-06775 LUMP | 2100.00000 2100.00| | MAINTAINING TRAFFIC , STR. NO. 21 | | | 0067 801-06775 LUMP | 2100.00000 2100.00| | MAINTAINING TRAFFIC , STR. NO. 22 | | | 0068 801-06775 LUMP | 14800.00000 14800.00| | MAINTAINING TRAFFIC , STR. NO. 23 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,827.54 ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06775 LUMP | 20900.00000 20900.00| | MAINTAINING TRAFFIC , STR. NO. 24 | | | 0070 801-06775 LUMP | 10600.00000 10600.00| | MAINTAINING TRAFFIC , STR. NO. 25 | | | 0071 801-06775 LUMP | 11700.00000 11700.00| | MAINTAINING TRAFFIC , STR. NO. 26 | | | 0072 801-06775 LUMP | 11700.00000 11700.00| | MAINTAINING TRAFFIC , STR. NO. 27 | | | 0073 801-06775 LUMP | 15900.00000 15900.00| | MAINTAINING TRAFFIC , STR. NO. 28 | | | 0074 801-07118 144.000 LFT | 14.00000 2016.00| | BARRICADE, III-A | | | 0075 801-07119 144.000 LFT | 18.00000 2592.00| | BARRICADE, III-B | | | 0076 801-92448 1000.000 DAY | 2.00000 2000.00| | CONSTRUCTION SIGNS, MOBILE | | | 0077 621-01004 2.000 EACH | 350.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 632,132.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 632,132.00| $ 641,194.07| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 675 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 103,852.00 ROUTE : I-70 CALL ORDER : 675 CONTRACT ID : B -28429-C COUNTIES : VIGO LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 97,372.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPAIR & REHABILITATION | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 4850.00000 4850.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 601-06035 25.000 LFT | 115.00000 2875.00| | GUARDRAIL, RESET | | | 0005 709-04647 LUMP | 73725.00000 73725.00| | FIBER WRAP CONCRETE CASING SYSTEM | | | 0006 727-90308 10.000 LFT | 300.00000 3000.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0007 727-90309 1.000 GAL | 400.00000 400.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0008 727-93560 LUMP | 1000.00000 1000.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0009 801-06640 28.000 EACH | 90.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP | 9000.00000 9000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 97,372.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,372.00| $ 641,194.07| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,257.80 ROUTE : CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 398,488.00 100.0000% 2 36-2726271 DAGLAS, A.G. PAINTING CO $ 453,002.00 113.6802% 3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 489,962.00 122.9553% 4 35-2019240 CENTRAL PAINTING, INC. $ 571,482.00 143.4126% ==================================================================================================================================== |( 1 ) 35-1131315 |( 2 ) 36-2726271 |( 3 ) 35-1778430 |FIVE STAR PAINTING, INC. |DAGLAS, A.G. PAINTING CO |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 9.000 MOS | 2400.00000 21600.00| 2000.00000 18000.00| 1000.00000 9000.00 FIELD OFFICE, B | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 17000.00000 17000.00| 22000.00000 22000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0006 619-05926 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0007 619-05926 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0008 619-05926 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0009 619-05926 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0010 619-51859 LUMP | 15561.00000 15561.00| 15000.00000 15000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0011 619-51859 LUMP | 15561.00000 15561.00| 15000.00000 15000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0012 619-51859 LUMP | 20080.00000 20080.00| 23000.00000 23000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,257.80 ROUTE : CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1131315 |( 2 ) 36-2726271 |( 3 ) 35-1778430 |FIVE STAR PAINTING, INC. |DAGLAS, A.G. PAINTING CO |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 619-51859 LUMP | 20080.00000 20080.00| 23000.00000 23000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0014 619-51859 LUMP | 36646.00000 36646.00| 35000.00000 35000.00| 55000.00000 55000.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0015 619-61000 LUMP | 31122.00000 31122.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP | 31122.00000 31122.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP | 40161.00000 40161.00| 50000.00000 50000.00| 57000.00000 57000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP | 40161.00000 40161.00| 50000.00000 50000.00| 57000.00000 57000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0019 619-61000 LUMP | 73292.00000 73292.00| 90000.00000 90000.00| 98000.00000 98000.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0020 709-51821 LUMP | 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 1 | | | 0021 709-51821 LUMP | 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 2 | | | 0022 709-51821 LUMP | 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 3 | | | 0023 709-51821 LUMP | 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 4 | | | 0024 709-51821 LUMP | 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 5 | | | 0025 801-06640 16.000 EACH | 300.00000 4800.00| 250.00000 4000.00| 300.00000 4800.00 CONSTRUCTION SIGN, A | | | 0026 801-06710 120.000 DAY | 25.00000 3000.00| 25.00000 3000.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 1600.00000 1600.00| 3000.00000 3000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0028 801-06775 LUMP | 1600.00000 1600.00| 3000.00000 3000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0029 801-06775 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0030 801-06775 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0031 801-06775 LUMP | 3600.00000 3600.00| 5000.00000 5000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | 0032 801-09133 2.000 EACH | 4000.00000 8000.00| 5000.00000 10000.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 398,488.00| $ 453,002.00| $ 489,962.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,488.00| $ 453,002.00| $ 489,962.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,257.80 ROUTE : CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2019240 |( ) |( ) |CENTRAL PAINTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 9.000 MOS | 500.00000 4500.00| | FIELD OFFICE, B | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0006 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0007 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0008 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0009 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0010 619-51859 LUMP | 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0011 619-51859 LUMP | 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0012 619-51859 LUMP | 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0013 619-51859 LUMP | 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 4 | | | 0014 619-51859 LUMP | 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 5 | | | 0015 619-61000 LUMP | 90000.00000 90000.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP | 90000.00000 90000.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP | 90000.00000 90000.00| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP | 90000.00000 90000.00| | CLEAN STEEL BRIDGE , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,257.80 ROUTE : CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2019240 |( ) |( ) |CENTRAL PAINTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 619-61000 LUMP | 75000.00000 75000.00| | CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0020 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 1 | | | 0021 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 2 | | | 0022 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 3 | | | 0023 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 4 | | | 0024 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 5 | | | 0025 801-06640 16.000 EACH | 30.00000 480.00| | CONSTRUCTION SIGN, A | | | 0026 801-06710 120.000 DAY | 10.00000 1200.00| | FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 500.00000 500.00| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0028 801-06775 LUMP | 500.00000 500.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0029 801-06775 LUMP | 500.00000 500.00| | MAINTAINING TRAFFIC , STR. NO. 3 | | | 0030 801-06775 LUMP | 500.00000 500.00| | MAINTAINING TRAFFIC , STR. NO. 4 | | | 0031 801-06775 LUMP | 500.00000 500.00| | MAINTAINING TRAFFIC , STR. NO. 5 | | | 0032 801-09133 2.000 EACH | 1400.00000 2800.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 571,482.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 571,482.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,340.00 ROUTE : 41, 136, CO RD CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2726271 DAGLAS, A.G. PAINTING CO $ 276,001.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 278,881.00 101.0435% 3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 375,131.00 135.9165% 4 35-1841931 VENUS PAINTING COMPANY $ 399,621.00 144.7897% 5 35-2019240 CENTRAL PAINTING, INC. $ 520,441.00 188.5649% ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1778430 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 1.000 EACH | 500.00000 500.00| 250.00000 250.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 500.00000 3000.00| 125.00000 750.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 110-01001 LUMP | 12500.00000 12500.00| 15000.00000 15000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 4000.00000 4000.00| 1500.00000 1500.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. #1 | | | 0006 619-05926 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. #2 | | | 0007 619-05926 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. #3 | | | 0008 619-51859 LUMP | 26000.00000 26000.00| 34489.00000 34489.00| 45000.00000 45000.00 PAINT STEEL BRIDGE , STR. #1 | | | 0009 619-51859 LUMP | 44000.00000 44000.00| 24000.00000 24000.00| 45000.00000 45000.00 PAINT STEEL BRIDGE , STR. #2 | | | 0010 619-51859 LUMP | 15000.00000 15000.00| 17461.00000 17461.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR. #3 | | | 0011 619-61000 LUMP | 40000.00000 40000.00| 70978.00000 70978.00| 86000.00000 86000.00 CLEAN STEEL BRIDGE , STR. #1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,340.00 ROUTE : 41, 136, CO RD CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1778430 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 619-61000 LUMP | 65000.00000 65000.00| 50001.00000 50001.00| 84000.00000 84000.00 CLEAN STEEL BRIDGE , STR. #2 | | | 0013 619-61000 LUMP | 30000.00000 30000.00| 37921.00000 37921.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STR. #3 | | | 0014 709-51821 LUMP | 1000.00000 1000.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. #1 | | | 0015 709-51821 LUMP | 1000.00000 1000.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. #2 | | | 0016 709-51821 LUMP | 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL , STR. #3 | | | 0017 801-01093 4.000 EACH | 1000.00000 4000.00| 600.00000 2400.00| 600.00000 2400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06640 22.000 EACH | 200.00000 4400.00| 190.00000 4180.00| 190.00000 4180.00 CONSTRUCTION SIGN, A | | | 0019 801-06710 150.000 DAY | 24.00000 3600.00| 18.00000 2700.00| 18.00000 2700.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. #1 | | | 0021 801-06775 LUMP | 3000.00000 3000.00| 2100.00000 2100.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. #2 | | | 0022 801-06775 LUMP | 4000.00000 4000.00| 1350.00000 1350.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. #3 | | | 0023 801-09133 2.000 EACH | 3000.00000 6000.00| 3100.00000 6200.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 276,001.00| $ 278,881.00| $ 375,131.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 276,001.00| $ 278,881.00| $ 375,131.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,340.00 ROUTE : 41, 136, CO RD CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-2019240 |( ) |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 1.000 EACH | 600.00000 600.00| 200.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 600.00000 3600.00| 100.00000 600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 110-01001 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 300.00000 300.00| 500.00000 500.00| ENVIRONMENTAL CONTROL , STR. #1 | | | 0006 619-05926 LUMP | 300.00000 300.00| 500.00000 500.00| ENVIRONMENTAL CONTROL , STR. #2 | | | 0007 619-05926 LUMP | 300.00000 300.00| 500.00000 500.00| ENVIRONMENTAL CONTROL , STR. #3 | | | 0008 619-51859 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| PAINT STEEL BRIDGE , STR. #1 | | | 0009 619-51859 LUMP | 30000.00000 30000.00| 40000.00000 40000.00| PAINT STEEL BRIDGE , STR. #2 | | | 0010 619-51859 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| PAINT STEEL BRIDGE , STR. #3 | | | 0011 619-61000 LUMP | 90000.00000 90000.00| 144000.00000 144000.00| CLEAN STEEL BRIDGE , STR. #1 | | | 0012 619-61000 LUMP | 90000.00000 90000.00| 150000.00000 150000.00| CLEAN STEEL BRIDGE , STR. #2 | | | 0013 619-61000 LUMP | 90000.00000 90000.00| 111000.00000 111000.00| CLEAN STEEL BRIDGE , STR. #3 | | | 0014 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| SURFACE SEAL , STR. #1 | | | 0015 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| SURFACE SEAL , STR. #2 | | | 0016 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| SURFACE SEAL , STR. #3 | | | 0017 801-01093 4.000 EACH | 50.00000 200.00| 50.00000 200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06640 22.000 EACH | 10.00000 220.00| 20.00000 440.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,340.00 ROUTE : 41, 136, CO RD CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-2019240 |( ) |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06710 150.000 DAY | 10.00000 1500.00| 10.00000 1500.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 300.00000 300.00| 500.00000 500.00| MAINTAINING TRAFFIC , STR. #1 | | | 0021 801-06775 LUMP | 300.00000 300.00| 500.00000 500.00| MAINTAINING TRAFFIC , STR. #2 | | | 0022 801-06775 LUMP | 300.00000 300.00| 500.00000 500.00| MAINTAINING TRAFFIC , STR. #3 | | | 0023 801-09133 2.000 EACH | 400.00000 800.00| 1500.00000 3000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 399,621.00| $ 520,441.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 399,621.00| $ 520,441.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -1 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 CONTRACT TIME : 08/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0563005 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1801998 CLR, INC. $ 1,841,148.55 1 97.7525 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 1,883,479.92 2 100.0000 102.2992 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,985,486.63 3 105.4159 107.8396 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE REPLACEMENT 0001 105-06845 1.000 29,141.80000 20,000.00000 20,000.00000 68.6299 CONSTRUCTION ENGINEERING LS 29,141.80 -9,141.80 0002 105-06899 1.000 125.00000 406.00000 406.00000 324.8000 RADIO EACH 125.00 281.00 0003 105-06908 16.000 75.00000 89.00000 1,424.00000 118.6667 RADIO SERVICE MOS 1,200.00 224.00 0004 105-07039 16.000 2,200.00000 1,400.00000 22,400.00000 63.6364 FIELD OFFICE, B MOS 35,200.00 -12,800.00 0005 105-08520 1.000 145.00000 406.00000 406.00000 280.0000 CELLULAR TELEPHONE/RADIO EACH 145.00 261.00 0006 105-08521 16.000 88.00000 89.00000 1,424.00000 101.1364 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,408.00 16.00 0007 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0008 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEVI DOL 1.00 0.00 0009 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0010 110-01001 1.000 91,760.00000 88,000.00000 88,000.00000 95.9024 MOBILIZATION AND DEMOBILIZATION LS 91,760.00 -3,760.00 0011 201-52370 1.000 6,000.00000 16,500.00000 16,500.00000 275.0000 CLEARING RIGHT OF WAY LS 6,000.00 10,500.00 0012 202-02240 380.000 16.69081 17.50000 6,650.00000 104.8481 PVMT REMOVAL m2 6,342.51 307.49 0013 202-02241 51.500 11.66031 18.00000 927.00000 154.3688 GUARDRAIL, REMOVE m 600.51 326.49 0014 202-05544 12,300.000 0.25000 0.20000 2,460.00000 80.0000 REGULATED MATERIALS, DISPOSE, C L 3,075.00 -615.00 0015 202-05545 12.300 91.16000 250.00000 3,075.00000 274.2426 REGULATED MATERIALS, DISPOSE, C m3 1,121.27 1,953.73 0016 202-05549 12,300.000 0.15000 0.16000 1,968.00000 106.6667 REGULATED MATERIALS, REMOVE, C L 1,845.00 123.00 0017 202-05550 12.300 183.90301 50.00000 615.00000 27.1882 REGULATED MATERIALS, REMOVE, C m3 2,262.01 -1,647.01 0018 202-05554 12,300.000 0.18538 0.13000 1,599.00000 70.1264 REGULATED MATERIALS, TRANSPORT, C L 2,280.17 -681.17 0019 202-05555 12.300 17.57068 70.00000 861.00000 398.3898 REGULATED MATERIALS, TRANSPORT, C m3 216.12 644.88 0020 202-05571 20.000 212.20255 100.00000 2,000.00000 47.1248 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -2 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ TESTING FOR WASTES EACH 4,244.05 -2,244.05 0021 202-05571 20.000 212.20255 100.00000 2,000.00000 47.1248 TESTING FOR WASTES EACH 4,244.05 -2,244.05 0022 202-51330 1.000 50,000.00000 46,500.00000 46,500.00000 93.0000 PRESENT STRUCTURE, REMOVE LS 50,000.00 -3,500.00 0023 202-74045 12.000 38.43388 75.00000 900.00000 195.1389 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE EACH 461.21 438.79 0024 202-74080 2.000 1,486.62264 1,100.00000 2,200.00000 73.9931 OVRHEAD SIGN STR, CANTILEVER, REM EACH 2,973.25 -773.25 0025 203-02000 2,852.000 24.00000 8.05000 22,958.60000 33.5417 EXCAVATION, COMMON m3 68,448.00 -45,489.40 0026 203-51223 968.000 11.91230 9.95000 9,631.60000 83.5271 EXCAVATION, WATERWAY m3 11,531.11 -1,899.51 0027 205-03371 25.000 19.32841 35.00000 875.00000 181.0807 SEDIMENT REMOVE m3 483.21 391.79 0028 205-06931 49.600 37.47470 34.00000 1,686.40000 90.7276 TEMPORARY CHECK DAM, REVETMENT RIPRAP Mg 1,858.75 -172.35 0029 205-06933 1.000 99.73500 400.00000 400.00000 401.0427 TEMPORARY DITCH INLET PROTECTION EACH 99.74 300.26 0030 205-06936 53.200 35.10401 33.00000 1,755.60000 94.0065 TEMPORARY SEDIMENT TRAP Mg 1,867.53 -111.93 0031 205-06937 858.000 7.00000 5.00000 4,290.00000 71.4286 TEMPORARY SILT FENCE m 6,006.00 -1,716.00 0032 205-06938 17.700 67.18114 125.00000 2,212.50000 186.0635 TEMPORARY SLOPE DRAIN m 1,189.11 1,023.39 0033 206-51220 270.500 200.00000 130.00000 35,165.00000 65.0000 EXCAVATION, WET m3 54,100.00 -18,935.00 0034 206-51225 21.800 115.00000 115.00000 2,507.00000 100.0000 EXCAVATION, DRY m3 2,507.00 0.00 0035 207-08267 1,589.000 14.23510 4.80000 7,627.20000 33.7195 SUBGRADE TREATMENT, TYPE IIIA m2 22,619.57 -14,992.37 0036 207-08268 4,332.600 25.52000 10.15000 43,975.89000 39.7727 SUBGRADE TREATMENT, TYPE IV m2 110,567.95 -66,592.06 0037 211-06467 27.200 100.00000 165.00000 4,488.00000 165.0000 AGGREGATE FOR END BENT BACKFILL m3 2,720.00 1,768.00 0038 211-07454 46.100 46.06444 33.50000 1,544.35000 72.7242 STRUCTURE BACKFILL m3 2,123.57 -579.22 0039 213-08058 17.300 108.88048 115.00000 1,989.50000 105.6205 FLOWABLE BACKFILL m3 1,883.63 105.87 0040 301-07448 2,064.900 30.00000 20.00000 41,298.00000 66.6667 COMPACT AGG, NO. 53, BASE Mg 61,947.00 -20,649.00 0041 302-07455 56.100 100.00000 90.00000 5,049.00000 90.0000 DENSE GRADED SUBBASE m3 5,610.00 -561.00 0042 306-08033 1,720.000 4.75000 3.65000 6,278.00000 76.8421 MILLING, ASPHALT, 25 mm m2 8,170.00 -1,892.00 0043 306-08043 899.000 4.75000 3.65000 3,281.35000 76.8421 MILLING, TRANSITION m2 4,270.25 -988.90 0044 401-06264 1.000 5,000.00000 3,130.00000 3,130.00000 62.6000 PROFILOGRAPH, HMA LS 5,000.00 -1,870.00 0045 402-07433 631.100 80.00000 91.00000 57,430.10000 113.7500 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -3 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ HMA SURFACE, TYPE B Mg 50,488.00 6,942.10 0046 402-07438 833.100 78.00000 86.50000 72,063.15000 110.8974 HMA INTERMEDIATE, TYPE B Mg 64,981.80 7,081.35 0047 402-07441 1,577.600 65.00000 72.00000 113,587.20000 110.7692 HMA BASE, TYPE B Mg 102,544.00 11,043.20 0048 402-07453 517.100 74.27000 75.00000 38,782.50000 100.9829 HMA FOR TEMPORARY PVMT Mg 38,405.02 377.48 0049 406-05520 4.300 375.00000 405.00000 1,741.50000 108.0000 ASPHALT FOR TACK COAT Mg 1,612.50 129.00 0050 601-01522 4.000 1,937.00000 2,050.00000 8,200.00000 105.8338 GUARDRAIL TRANSITION TYPE TGB EACH 7,748.00 452.00 0051 601-02206 106.680 30.51819 35.00000 3,733.80000 114.6857 TEMP GUARDRAIL, W BEAM, 1.905 m SPACING m 3,255.68 478.12 0052 601-94689 4.000 2,418.15939 2,400.00000 9,600.00000 99.2490 GUARDRAIL END TREATMENT, OS EACH 9,672.64 -72.64 0053 601-97080 4.000 1,510.32417 1,700.00000 6,800.00000 112.5586 TEMPORARY GUARDRAIL END TREATMENT, OS EACH 6,041.30 758.70 0054 601-99105 78.105 70.14604 70.00000 5,467.35000 99.7917 GUARDRAIL, W BEAM, 1.905 m SPACING m 5,478.76 -11.41 0055 602-06729 8.000 8.75796 39.00000 312.00000 445.3326 BARRIER DELINEATOR EACH 70.06 241.94 0056 605-06140 164.000 67.42812 70.00000 11,480.00000 103.8143 CURB AND GUTTER, CONCRETE m 11,058.21 421.79 0057 605-94811 1.000 801.36857 1,300.00000 1,300.00000 162.2222 CURB TURNOUT EACH 801.37 498.63 0058 607-06335 15.500 263.64568 300.00000 4,650.00000 113.7890 PAVED SIDE DITCH, A m 4,086.51 563.49 0059 609-06259 374.100 76.77000 65.00000 24,316.50000 84.6685 REINFORCED CONCRETE BRIDGE APPR, 300 mm m2 28,719.66 -4,403.16 0060 610-07486 28.900 98.21254 240.00000 6,936.00000 244.3682 HMA FOR APPROACHES, TYPE A Mg 2,838.34 4,097.66 0061 610-07712 603.900 50.00000 42.00000 25,363.80000 84.0000 PCCP FOR APPROACHES, 150 mm m2 30,195.00 -4,831.20 0062 611-06497 2.000 158.83155 300.00000 600.00000 188.8812 MAILBOX ASSEMBLY, SINGLE EACH 317.66 282.34 0063 615-06490 25.000 105.57473 129.00000 3,225.00000 122.1882 RIGHT OF WAY MARKER EACH 2,639.37 585.63 0064 615-06505 4.000 497.75549 610.00000 2,440.00000 122.5503 MONUMENT, B EACH 1,991.02 448.98 0065 616-02320 1,656.300 2.65030 1.00000 1,656.30000 37.7316 GEOTEXTILES m2 4,389.69 -2,733.39 0066 616-06405 822.800 26.17890 27.00000 22,215.60000 103.1365 RIPRAP, REVETMENT Mg 21,540.00 675.60 0067 621-01004 3.000 675.00000 1,050.00000 3,150.00000 155.5556 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 2,025.00 1,125.00 0068 621-01371 56.000 15.28486 14.00000 784.00000 91.5941 SEED MIXTURE, LEGUME, 2 kg 855.95 -71.95 0069 621-06545 1.200 493.90911 1,200.00000 1,440.00000 242.9601 FERTILIZER Mg 592.69 847.31 0070 621-06553 128.000 7.57388 9.00000 1,152.00000 118.8290 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -4 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SEED MIXTURE, R kg 969.46 182.54 0071 621-06557 30.400 8.20024 12.80000 389.12000 156.0913 SEED MIXTURE, T kg 249.29 139.83 0072 621-06565 6.100 524.16514 700.00000 4,270.00000 133.5456 MULCHING MATERIAL Mg 3,197.41 1,072.59 0073 621-06567 22.400 1.74847 4.00000 89.60000 228.7465 WATER kL 39.17 50.43 0074 621-06575 1,237.400 5.49533 2.50000 3,093.50000 45.4932 SODDING, NURSERY m2 6,799.92 -3,706.42 0075 622-52436 4.000 29.16220 75.00000 300.00000 257.1796 SIGN, DO NOT MOW OR SPRAY EACH 116.65 183.35 0076 622-91786 400.000 8.81161 7.75000 3,100.00000 87.9522 SEEDLING EACH 3,524.64 -424.64 0077 701-01849 252.600 216.40000 225.00000 56,835.00000 103.9741 PILE, CONCRETE, STEEL SHELL ENCASED, m 54,662.64 2,172.36 0078 701-93633 15.000 500.00000 450.00000 6,750.00000 90.0000 OVERSIZED PREDRILLED PILE HOLES m 7,500.00 -750.00 0079 702-51005 140.400 633.27000 525.00000 73,710.00000 82.9030 CONCRETE, A, SUBSTRUCTURE m3 88,911.11 -15,201.11 0080 702-51015 34.800 833.00000 2,300.00000 80,040.00000 276.1104 CONCRETE, B, FOOTINGS m3 28,988.40 51,051.60 0081 703-51030 13,028.000 2.12000 2.02000 26,316.56000 95.2830 REINFORCING STEEL kg 27,619.36 -1,302.80 0082 703-51032 38,817.000 2.40000 2.09000 81,127.53000 87.0833 REINFORCING STEEL, EPOXY COATED kg 93,160.80 -12,033.27 0083 704-51002 201.200 666.20000 545.00000 109,654.00000 81.8073 CONCRETE, C, SUPERSTRUCTURE m3 134,039.44 -24,385.44 0084 706-05732 4.000 1,392.30007 1,550.00000 6,200.00000 111.3266 CONCRETE BRIDGE RAILING TRANSITION, TBC EACH 5,569.20 630.80 0085 706-51020 17.500 608.77293 645.00000 11,287.50000 105.9508 CONCRETE, C, RAILING m3 10,653.53 633.97 0086 707-05979 264.000 590.00000 625.00000 165,000.00000 105.9322 STR. MEMBERS, BOX BEAM, CB, 686mmX1219mm m2 155,760.00 9,240.00 0087 709-51821 1.000 6,700.00000 4,700.00000 4,700.00000 70.1493 SURFACE SEAL LS 6,700.00 -2,000.00 0088 713-51335 1.000 125,000.00000 245,000.00000 245,000.00000 196.0000 TEMPORARY BRIDGE AND APPROACHES LS 125,000.00 120,000.00 0089 715-05121 25.500 257.76878 110.00000 2,805.00000 42.6739 PIPE, TYPE 1, CIRCULAR, 450 mm m 6,573.10 -3,768.10 0090 715-05149 94.000 97.77951 95.00000 8,930.00000 97.1574 PIPE, TYPE 2, CIRCULAR, 300 mm m 9,191.27 -261.27 0091 715-05151 18.500 141.66800 100.00000 1,850.00000 70.5875 PIPE, TYPE 2, CIRCULAR, 375 mm m 2,620.86 -770.86 0092 715-05169 49.000 91.33629 100.00000 4,900.00000 109.4855 PIPE, TYPE 3, CIRCULAR, 375 mm m 4,475.48 424.52 0093 715-05173 8.500 156.72757 150.00000 1,275.00000 95.7078 PIPE, TYPE 3, CIRCULAR, 600 mm m 1,332.18 -57.18 0094 715-05407 53.000 22.51601 30.00000 1,590.00000 133.2384 PIPE, END BENT DRAIN, 150 mm m 1,193.35 396.65 0095 715-46000 1.000 310.10683 230.00000 230.00000 74.1672 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -5 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PIPE END SECTION, 300 mm EACH 310.11 -80.11 0096 715-46005 7.000 288.98151 240.00000 1,680.00000 83.0503 PIPE END SECTION, 375 mm EACH 2,022.87 -342.87 0097 715-46010 2.000 336.73890 340.00000 680.00000 100.9681 PIPE END SECTION, 450 mm EACH 673.48 6.52 0098 715-46020 2.000 404.30000 370.00000 740.00000 91.5162 PIPE END SECTION, 600 mm EACH 808.60 -68.60 0099 720-04666 4.000 2,800.00000 2,200.00000 8,800.00000 78.5714 CATCH BASIN EACH 11,200.00 -2,400.00 0100 720-45035 1.000 1,236.93045 1,450.00000 1,450.00000 117.2257 INLET, F7 EACH 1,236.93 213.07 0101 728-98377 1.000 2,250.00000 3,300.00000 3,300.00000 146.6667 MASONRY COATING LS 2,250.00 1,050.00 0102 801-04308 2.000 286.60000 650.00000 1,300.00000 226.7969 ROAD CLOSURE SIGN ASSEMBLY EACH 573.20 726.80 0103 801-06203 205.000 1.75468 2.50000 512.50000 142.4759 TEMPORARY PAVEMENT MARKING, 100 mm m 359.71 152.79 0104 801-06203 415.000 1.75468 2.50000 1,037.50000 142.4766 TEMPORARY PAVEMENT MARKING, 100 mm m 728.19 309.31 0105 801-06207 385.000 3.82788 3.65000 1,405.25000 95.3533 TEMPORARY PAVEMENT MARKING, REMOVABLE, m 1,473.73 -68.48 0106 801-06207 675.000 3.82788 3.65000 2,463.75000 95.3530 TEMPORARY PAVEMENT MARKING, REMOVABLE, m 2,583.82 -120.07 0107 801-06211 1.000 72.29201 225.00000 225.00000 311.2464 TEMPORARY PAVEMENT MESSAGE MARKING, EACH 72.29 152.71 0108 801-06218 12.200 10.32914 45.00000 549.00000 435.6451 TEMPORARY TRANSVERSE PAVEMENT MARKING, R m 126.02 422.98 0109 801-06640 42.000 132.00000 200.00000 8,400.00000 151.5152 CONSTRUCTION SIGN, A EACH 5,544.00 2,856.00 0110 801-06645 8.000 55.01810 95.00000 760.00000 172.6723 CONSTRUCTION SIGN, B EACH 440.14 319.86 0111 801-06649 37.000 3.30213 8.50000 314.50000 257.4071 TEMPORARY RAISED PAVEMENT MARKER, 1 EACH 122.18 192.32 0112 801-06775 1.000 30,000.00000 30,000.00000 30,000.00000 100.0000 MAINTAINING TRAFFIC LS 30,000.00 0.00 0113 801-07118 18.000 50.06249 65.00000 1,170.00000 129.8384 BARRICADE, III-A m 901.12 268.88 0114 802-05701 28.400 38.98135 44.50000 1,263.80000 114.1572 SIGN POST, SQUARE, 1, REINFORCED ANCHOR m 1,107.07 156.73 0115 802-05702 12.500 38.07876 41.00000 512.50000 107.6726 SIGN POST, SQUARE, 2, REINFORCED ANCHOR m 475.98 36.52 0116 802-05706 7.400 35.79245 51.00000 377.40000 142.4904 SIGN POST, SQUARE, 3, UNREINFORCED ANCHO m 264.86 112.54 0117 802-07159 1.000 3,097.15300 3,180.00000 3,180.00000 102.6750 CANTILEVER TRAFFIC SIGN SUPP FOUN, II EACH 3,097.15 82.85 0118 802-76025 8.630 182.10973 255.00000 2,200.65000 140.0252 SIGN, SHEET, ENCAPSULATED LENS WITH LEGE m2 1,571.61 629.04 0119 802-76035 4.640 202.93219 250.00000 1,160.00000 123.1933 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 941.61 218.39 0120 802-76045 1.760 203.00384 310.00000 545.60000 152.7051 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 635 -6 LOW BID ITEM ANALYSIS CALL ORDER : 635 CONTRACT ID : B -27366-B COUNTIES : SULLIVAN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 357.29 188.31 0121 802-76135 1.000 9,231.00000 9,600.00000 9,600.00000 103.9974 OVERHEAD SIGN STRUCTURE, CANTILEVER SING EACH 9,231.00 369.00 0122 804-06740 54.000 32.83561 32.00000 1,728.00000 97.4553 DELINEATOR WITH POST, D2 EACH 1,773.12 -45.12 0123 808-06713 1,450.000 0.75338 0.75000 1,087.50000 99.5514 LINE, PAINT, SOLID, WHITE, 100 mm m 1,092.40 -4.90 0124 808-06714 960.000 0.79619 0.75000 720.00000 94.1989 LINE, PAINT, SOLID, YELLOW, 100 mm m 764.34 -44.34 0125 808-75297 25.500 17.44272 26.00000 663.00000 149.0591 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP m 444.79 218.21 0126 808-75320 4.000 70.50310 160.00000 640.00000 226.9423 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 282.01 357.99 0127 808-75996 13.000 13.55485 45.00000 585.00000 331.9902 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 176.21 408.79 0128 808-75998 31.000 52.52340 57.00000 1,767.00000 108.5228 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,628.23 138.77 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,883,479.92 1,841,148.55 97.7525 -42,331.37 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,883,479.92 1,841,148.55 97.7525 -42,331.37 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -1 LOW BID ITEM ANALYSIS CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0244031 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 559,251.54 1 76.6897 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 729,239.39 2 100.0000 130.3956 3 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 767,064.97 3 105.1870 137.1592 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 795,558.00 4 109.0942 142.2541 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 856,933.75 5 117.5106 153.2287 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE REPLACEMENT 0001 105-06845 1.000 27,000.00000 9,000.00000 9,000.00000 33.3333 CONSTRUCTION ENGINEERING LS 27,000.00 -18,000.00 0002 105-07038 12.000 1,600.00000 1,000.00000 12,000.00000 62.5000 FIELD OFFICE, A MOS 19,200.00 -7,200.00 0003 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEVI DOL 1.00 0.00 0004 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0005 110-01001 1.000 40,000.00000 27,000.00000 27,000.00000 67.5000 MOBILIZATION AND DEMOBILIZATION LS 40,000.00 -13,000.00 0006 201-52370 1.000 11,000.00000 10,000.00000 10,000.00000 90.9091 CLEARING RIGHT OF WAY LS 11,000.00 -1,000.00 0007 202-02241 35.780 8.97492 15.00000 536.70000 167.1338 GUARDRAIL, REMOVE m 321.12 215.58 0008 202-51330 1.000 30,000.00000 35,000.00000 35,000.00000 116.6667 PRESENT STRUCTURE, REMOVE LS 30,000.00 5,000.00 0009 203-02000 936.000 31.00000 13.00000 12,168.00000 41.9355 EXCAVATION, COMMON m3 29,016.00 -16,848.00 0010 205-03371 50.600 31.00000 5.00000 253.00000 16.1290 SEDIMENT REMOVE m3 1,568.60 -1,315.60 0011 205-06931 1.520 48.57732 50.00000 76.00000 102.9252 TEMPORARY CHECK DAM, REVETMENT RIPRAP Mg 73.84 2.16 0012 205-06933 2.000 63.19660 50.00000 100.00000 79.1202 TEMPORARY DITCH INLET PROTECTION EACH 126.39 -26.39 0013 205-06936 35.280 35.26629 20.00000 705.60000 56.7116 TEMPORARY SEDIMENT TRAP Mg 1,244.19 -538.59 0014 205-06937 165.000 4.66537 5.00000 825.00000 107.1721 TEMPORARY SILT FENCE m 769.79 55.21 0015 207-08263 1,529.100 20.00000 7.90000 12,079.89000 39.5000 SUBGRADE TREATMENT, TYPE IA m2 30,582.00 -18,502.11 0016 211-06467 23.600 66.10499 45.00000 1,062.00000 68.0734 AGGREGATE FOR END BENT BACKFILL m3 1,560.08 -498.08 0017 211-07454 65.600 39.19755 45.00000 2,952.00000 114.8031 STRUCTURE BACKFILL m3 2,571.36 380.64 0018 301-07448 576.300 30.00000 20.00000 11,526.00000 66.6667 COMPACT AGG, NO. 53, BASE Mg 17,289.00 -5,763.00 0019 302-07455 34.400 56.69155 45.00000 1,548.00000 79.3769 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -2 LOW BID ITEM ANALYSIS CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ DENSE GRADED SUBBASE m3 1,950.19 -402.19 0020 304-07490 4.700 110.00000 100.00000 470.00000 90.9091 HMA PATCHING, TYPE B Mg 517.00 -47.00 0021 402-07432 61.200 89.51491 80.00000 4,896.00000 89.3706 HMA SURFACE, TYPE A Mg 5,478.31 -582.31 0022 402-07433 69.100 77.51000 80.00000 5,528.00000 103.2125 HMA SURFACE, TYPE B Mg 5,355.94 172.06 0023 402-07438 116.800 69.58401 75.00000 8,760.00000 107.7834 HMA INTERMEDIATE, TYPE B Mg 8,127.41 632.59 0024 402-07440 183.600 55.31251 75.00000 13,770.00000 135.5932 HMA BASE, TYPE A Mg 10,155.38 3,614.62 0025 402-07441 387.500 59.06000 75.00000 29,062.50000 126.9895 HMA BASE, TYPE B Mg 22,885.75 6,176.75 0026 405-05517 1.640 584.01543 10.00000 16.40000 1.7123 ASPHALT FOR PRIME COAT Mg 957.79 -941.39 0027 406-05520 0.690 300.62894 500.00000 345.00000 166.3212 ASPHALT FOR TACK COAT Mg 207.43 137.57 0028 601-01128 4.000 1,100.49445 1,450.00000 5,800.00000 131.7589 GUARDRAIL TRANSITION TYPE WGB EACH 4,401.98 1,398.02 0029 601-01846 2.000 1,742.18182 2,000.00000 4,000.00000 114.7987 GUARDRAIL TERMINAL SYS, W BEAM, CURVED,3 EACH 3,484.36 515.64 0030 601-04746 2.000 5,899.27816 1,750.00000 3,500.00000 29.6646 ENERGY ABSORBING TERMINAL, CZ EACH 11,798.56 -8,298.56 0031 601-94689 2.000 2,686.78844 2,750.00000 5,500.00000 102.3526 GUARDRAIL END TREATMENT, OS EACH 5,373.58 126.42 0032 601-99105 30.480 73.60585 60.00000 1,828.80000 81.5151 GUARDRAIL, W BEAM, 1.905 m SPACING m 2,243.51 -414.71 0033 602-06729 6.000 8.74860 9.00000 54.00000 102.8767 BARRIER DELINEATOR EACH 52.49 1.51 0034 603-03692 45.000 15.00000 90.00000 4,050.00000 600.0000 FENCE, WOOD m 675.00 3,375.00 0035 609-06259 232.800 125.00000 80.00000 18,624.00000 64.0000 REINFORCED CONCRETE BRIDGE APPR, 300 mm m2 29,100.00 -10,476.00 0036 610-07486 85.600 100.00000 90.00000 7,704.00000 90.0000 HMA FOR APPROACHES, TYPE A Mg 8,560.00 -856.00 0037 611-06497 1.000 167.92029 200.00000 200.00000 119.1043 MAILBOX ASSEMBLY, SINGLE EACH 167.92 32.08 0038 611-06498 2.000 207.91852 250.00000 500.00000 120.2386 MAILBOX ASSEMBLY, DOUBLE EACH 415.84 84.16 0039 615-06490 18.000 103.96336 125.00000 2,250.00000 120.2347 RIGHT OF WAY MARKER EACH 1,871.34 378.66 0040 616-02320 525.300 2.68635 3.50000 1,838.55000 130.2883 GEOTEXTILES m2 1,411.14 427.41 0041 616-05688 461.900 29.82089 22.00000 10,161.80000 73.7738 RIPRAP, CLASS 1 Mg 13,774.27 -3,612.47 0042 616-06405 31.400 39.98536 22.00000 690.80000 55.0202 RIPRAP, REVETMENT Mg 1,255.54 -564.74 0043 621-01004 2.000 614.28091 475.00000 950.00000 77.3263 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 1,228.56 -278.56 0044 621-06545 0.400 742.28528 400.00000 160.00000 53.8884 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -3 LOW BID ITEM ANALYSIS CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ FERTILIZER Mg 296.91 -136.91 0045 621-06553 41.800 7.15428 6.00000 250.80000 83.8656 SEED MIXTURE, R kg 299.05 -48.25 0046 621-06557 36.300 11.00596 4.00000 145.20000 36.3436 SEED MIXTURE, T kg 399.52 -254.32 0047 621-06565 1.980 414.93552 350.00000 693.00000 84.3507 MULCHING MATERIAL Mg 821.57 -128.57 0048 621-06567 31.900 1.55711 1.00000 31.90000 64.2239 WATER kL 49.67 -17.77 0049 621-06574 160.800 16.82928 5.00000 804.00000 29.7101 SODDING m2 2,706.15 -1,902.15 0050 622-52436 2.000 30.92231 30.00000 60.00000 97.0246 SIGN, DO NOT MOW OR SPRAY EACH 61.84 -1.84 0051 622-91786 40.000 9.07884 10.00000 400.00000 110.1473 SEEDLING EACH 363.15 36.85 0052 701-51195 112.000 210.00000 150.00000 16,800.00000 71.4286 PILE, STEEL H, HP 310 X 79 m 23,520.00 -6,720.00 0053 701-91792 16.000 160.00000 110.00000 1,760.00000 68.7500 PILE TIP, STEEL H EACH 2,560.00 -800.00 0054 702-51110 292.200 8.99000 5.00000 1,461.00000 55.6173 GRATES, BASINS, AND FITTINGS, CAST IRON kg 2,626.88 -1,165.88 0055 703-51032 17,587.000 2.68099 1.80000 31,656.60000 67.1394 REINFORCING STEEL, EPOXY COATED kg 47,150.57 -15,493.97 0056 703-97703 300.000 18.00340 12.50000 3,750.00000 69.4313 THREADED BAR SPLICE, EPOXY COATED EACH 5,401.02 -1,651.02 0057 704-51002 105.200 895.78536 550.00000 57,860.00000 61.3986 CONCRETE, C, SUPERSTRUCTURE m3 94,236.62 -36,376.62 0058 706-05733 4.000 1,203.11111 1,350.00000 5,400.00000 112.2092 CONCRETE BRIDGE RAILING TRANSITION, WBC EACH 4,812.44 587.56 0059 706-51020 8.400 656.88581 600.00000 5,040.00000 91.3401 CONCRETE, C, RAILING m3 5,517.84 -477.84 0060 707-05977 168.700 300.00000 425.00000 71,697.50000 141.6667 STR. MEMBERS, BOX BEAM, CB, 432mmX1219mm m2 50,610.00 21,087.50 0061 709-51821 1.000 4,500.00000 2,500.00000 2,500.00000 55.5556 SURFACE SEAL LS 4,500.00 -2,000.00 0062 715-02398 1.000 2,152.62353 3,000.00000 3,000.00000 139.3651 SAFETY METAL END SECTION, 6:1, 900 mm EACH 2,152.62 847.38 0063 715-05024 111.000 180.62255 214.50000 23,809.50000 118.7560 PIPE, TYPE 2, CIRCULAR, 900 mm m 20,049.10 3,760.40 0064 715-05149 2.000 105.03217 85.00000 170.00000 80.9293 PIPE, TYPE 2, CIRCULAR, 300 mm m 210.06 -40.06 0065 715-05171 21.500 138.99237 120.00000 2,580.00000 86.3356 PIPE, TYPE 3, CIRCULAR, 450 mm m 2,988.34 -408.34 0066 715-05407 52.000 26.47149 20.00000 1,040.00000 75.5528 PIPE, END BENT DRAIN, 150 mm m 1,376.52 -336.52 0067 715-46010 4.000 333.52786 350.00000 1,400.00000 104.9389 PIPE END SECTION, 450 mm EACH 1,334.11 65.89 0068 715-46040 1.000 805.64007 850.00000 850.00000 105.5062 PIPE END SECTION, 900 mm EACH 805.64 44.36 0069 715-91361 2.000 140.43712 50.00000 100.00000 35.6037 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 641 -4 LOW BID ITEM ANALYSIS CALL ORDER : 641 CONTRACT ID : B -27919-A COUNTIES : DUBOIS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PIPE, PVC, 150 mm m 280.87 -180.87 0070 720-45270 2.000 1,017.48783 500.00000 1,000.00000 49.1405 PIPE CATCH BASIN, 450 mm EACH 2,034.98 -1,034.98 0071 720-45415 3.000 2,650.83333 2,750.00000 8,250.00000 103.7410 MANHOLE, D4 EACH 7,952.50 297.50 0072 801-06207 1,964.000 3.36798 3.25000 6,383.00000 96.4970 TEMPORARY PAVEMENT MARKING, REMOVABLE, m 6,614.71 -231.71 0073 801-06218 7.700 15.74183 20.00000 154.00000 127.0522 TEMPORARY TRANSVERSE PAVEMENT MARKING, R m 121.21 32.79 0074 801-06640 18.000 145.72477 200.00000 3,600.00000 137.2448 CONSTRUCTION SIGN, A EACH 2,623.05 976.95 0075 801-06645 1.000 60.00679 60.00000 60.00000 99.9833 CONSTRUCTION SIGN, B EACH 60.01 -0.01 0076 801-06775 1.000 48,000.00000 6,000.00000 6,000.00000 12.5000 MAINTAINING TRAFFIC LS 48,000.00 -42,000.00 0077 801-07119 7.200 38.84652 75.00000 540.00000 193.0709 BARRICADE, III-B m 279.69 260.31 0078 801-08508 131.000 88.03500 82.00000 10,742.00000 93.1447 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED m 11,532.59 -790.59 0079 801-53072 1.000 17,000.00000 17,500.00000 17,500.00000 102.9412 TEMPORARY TRAFFIC SIGNAL LS 17,000.00 500.00 0080 802-05701 12.440 58.22483 50.00000 622.00000 85.8736 SIGN POST, SQUARE, 1, REINFORCED ANCHOR m 724.32 -102.32 0081 802-07059 4.000 27.65696 35.00000 140.00000 126.5480 SIGN, SHEET, AND SUPPORTS, REMOVE EACH 110.63 29.37 0082 802-76025 0.160 269.01483 1,650.00000 264.00000 613.3829 SIGN, SHEET, ENCAPSULATED LENS WITH LEGE m2 43.04 220.96 0083 802-76035 1.890 214.09943 200.00000 378.00000 93.4141 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 404.65 -26.65 0084 802-76045 0.140 170.00000 750.00000 105.00000 441.1765 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 23.80 81.20 0085 808-06713 420.000 2.12324 1.25000 525.00000 58.8723 LINE, PAINT, SOLID, WHITE, 100 mm m 891.76 -366.76 0086 808-06714 420.000 1.43057 1.25000 525.00000 87.3777 LINE, PAINT, SOLID, YELLOW, 100 mm m 600.84 -75.84 0087 808-75996 19.000 11.75683 15.00000 285.00000 127.5853 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 223.38 61.62 0088 808-75998 19.000 57.58298 75.00000 1,425.00000 130.2464 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,094.08 330.92 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 729,239.39 559,251.54 76.6897 -169,987.85 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 729,239.39 559,251.54 76.6897 -169,987.85 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -1 LOW BID ITEM ANALYSIS CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 CONTRACT TIME : 10/27/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 5486002 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 599,951.44 1 95.7239 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 626,751.94 2 100.0000 104.4671 3 35-1523985 WIRTZ & YATES, INC. $ 641,194.07 3 102.3043 106.8743 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SUPERSTRUCTURE REPLACEMENT 0001 105-06845 1.000 15,000.00000 4,250.00000 4,250.00000 28.3333 CONSTRUCTION ENGINEERING LS 15,000.00 -10,750.00 0002 105-07038 7.000 1,600.00000 2,200.00000 15,400.00000 137.5000 FIELD OFFICE, A MOS 11,200.00 4,200.00 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0004 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0005 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0006 110-01001 1.000 34,500.00000 28,000.00000 28,000.00000 81.1594 MOBILIZATION AND DEMOBILIZATION LS 34,500.00 -6,500.00 0007 201-52370 1.000 3,000.00000 2,500.00000 2,500.00000 83.3333 CLEARING RIGHT OF WAY LS 3,000.00 -500.00 0008 202-02241 547.000 3.08903 1.00000 547.00000 32.3726 GUARDRAIL, REMOVE LFT 1,689.70 -1,142.70 0009 202-51133 364.000 3.39303 1.00000 364.00000 29.4723 RAILING, REMOVE LFT 1,235.06 -871.06 0010 202-51328 1.000 50,000.00000 70,000.00000 70,000.00000 140.0000 PRESENT STRUCTURE, REMOVE PORTIONS LS 50,000.00 20,000.00 0011 202-94810 4.000 50.00000 800.00000 3,200.00000 1600 CURB TURNOUT, REMOVE EACH 200.00 3,000.00 0012 203-02070 73.000 12.95290 15.00000 1,095.00000 115.8044 BORROW CYS 945.56 149.44 0013 203-90014 3.500 2,000.00000 3,500.00000 12,250.00000 175.0000 LINEAR GRADING STA 7,000.00 5,250.00 0014 205-06937 680.000 1.77028 3.00000 2,040.00000 169.4648 TEMPORARY SILT FENCE LFT 1,203.79 836.21 0015 206-51220 18.000 51.66634 175.00000 3,150.00000 338.7133 EXCAVATION, WET CYS 929.99 2,220.01 0016 211-06467 16.000 39.02733 45.00000 720.00000 115.3033 AGGREGATE FOR END BENT BACKFILL CYS 624.44 95.56 0017 301-07448 231.000 20.78142 21.00000 4,851.00000 101.0518 COMPACT AGG, NO. 53, BASE TON 4,800.51 50.49 0018 302-07455 26.000 43.76682 45.00000 1,170.00000 102.8174 DENSE GRADED SUBBASE CYS 1,137.94 32.06 0019 306-08043 320.000 9.39182 11.00000 3,520.00000 117.1233 MILLING, TRANSITION SYS 3,005.38 514.62 0020 402-07432 18.000 140.00000 172.00000 3,096.00000 122.8571 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -2 LOW BID ITEM ANALYSIS CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ HMA SURFACE, TYPE A TON 2,520.00 576.00 0021 402-07433 39.000 84.00000 133.00000 5,187.00000 158.3333 HMA SURFACE, TYPE B TON 3,276.00 1,911.00 0022 402-07438 54.000 75.66390 118.00000 6,372.00000 155.9529 HMA INTERMEDIATE, TYPE B TON 4,085.85 2,286.15 0023 402-07440 55.000 78.00000 133.00000 7,315.00000 170.5128 HMA BASE, TYPE A TON 4,290.00 3,025.00 0024 406-05521 954.000 0.19473 1.00000 954.00000 513.5382 ASPHALT FOR TACK COAT SYS 185.77 768.23 0025 601-01522 4.000 1,385.12195 2,250.00000 9,000.00000 162.4405 GUARDRAIL TRANSITION TYPE TGB EACH 5,540.49 3,459.51 0026 601-94689 4.000 2,212.13169 2,500.00000 10,000.00000 113.0131 GUARDRAIL END TREATMENT, OS EACH 8,848.53 1,151.47 0027 601-99105 212.500 13.42086 18.50000 3,931.25000 137.8452 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 2,851.93 1,079.32 0028 602-06729 10.000 8.39532 12.00000 120.00000 142.9422 BARRIER DELINEATOR EACH 83.95 36.05 0029 609-06259 152.000 62.58934 62.00000 9,424.00000 99.0584 REINFORCED CONCRETE BRIDGE APPR, 12 IN SYS 9,513.58 -89.58 0030 616-02320 398.000 2.43021 5.00000 1,990.00000 205.7443 GEOTEXTILES SYS 967.22 1,022.78 0031 616-05688 163.000 51.00000 35.00000 5,705.00000 68.6275 RIPRAP, CLASS 1 TON 8,313.00 -2,608.00 0032 616-06405 62.000 45.00000 25.00000 1,550.00000 55.5556 RIPRAP, REVETMENT TON 2,790.00 -1,240.00 0033 621-01004 2.000 582.24146 800.00000 1,600.00000 137.4004 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 1,164.48 435.52 0034 621-02363 348.000 2.00000 2.50000 870.00000 125.0000 MULCHED SEEDING, T, CONVENTIONAL MIX SYS 696.00 174.00 0035 621-02770 233.000 2.25000 6.00000 1,398.00000 266.6667 EROSION CONTROL BLANKET SYS 524.25 873.75 0036 621-06559 348.000 2.23810 2.75000 957.00000 122.8719 MULCHED SEEDING, R SYS 778.86 178.14 0037 621-06567 0.300 15.27733 1.00000 0.30000 6.5502 WATER kGAL 4.58 -4.28 0038 621-06574 78.000 7.02615 10.00000 780.00000 142.3254 SODDING SYS 548.04 231.96 0039 702-51005 57.500 793.00000 550.00000 31,625.00000 69.3569 CONCRETE, A, SUBSTRUCTURE CYS 45,597.50 -13,972.50 0040 702-51863 44.000 12.17000 18.00000 792.00000 147.9047 FIELD DRILLED HOLE IN CONCRETE EACH 535.48 256.52 0041 702-92857 3.200 1,200.00000 550.00000 1,760.00000 45.8333 CONCRETE, C, SUBSTRUCTURE CYS 3,840.00 -2,080.00 0042 703-51030 1,451.000 1.06428 2.00000 2,902.00000 187.9205 REINFORCING STEEL LBS 1,544.27 1,357.73 0043 703-51032 55,250.000 0.79290 0.62000 34,255.00000 78.1940 REINFORCING STEEL, EPOXY COATED LBS 43,807.73 -9,552.73 0044 704-51002 185.800 559.00000 550.00000 102,190.00000 98.3900 CONCRETE, C, SUPERSTRUCTURE CYS 103,862.20 -1,672.20 0045 706-05732 4.000 1,296.45780 1,500.00000 6,000.00000 115.6999 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 661 -3 LOW BID ITEM ANALYSIS CALL ORDER : 661 CONTRACT ID : B -28332-A COUNTIES : WARREN LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ CONCRETE BRIDGE RAILING TRANSITION, TBC EACH 5,185.83 814.17 0046 706-51020 35.000 406.83944 650.00000 22,750.00000 159.7682 CONCRETE, C, RAILING CYS 14,239.38 8,510.62 0047 707-05979 3,600.000 53.00000 42.00000 151,200.00000 79.2453 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, C SFT 190,800.00 -39,600.00 0048 709-51821 1.000 10,000.00000 4,500.00000 4,500.00000 45.0000 SURFACE SEAL LS 10,000.00 -5,500.00 0049 729-51875 50.000 15.72440 35.00000 1,750.00000 222.5840 CONCRETE, A, PATCHING SFT 786.22 963.78 0050 801-04308 5.000 279.27687 220.00000 1,100.00000 78.7751 ROAD CLOSURE SIGN ASSEMBLY EACH 1,396.38 -296.38 0051 801-06625 50.000 78.64969 98.00000 4,900.00000 124.6033 DETOUR ROUTE MARKER ASSEMBLY EACH 3,932.48 967.52 0052 801-06640 20.000 134.38743 130.00000 2,600.00000 96.7352 CONSTRUCTION SIGN, A EACH 2,687.75 -87.75 0053 801-06645 16.000 48.53802 60.00000 960.00000 123.6142 CONSTRUCTION SIGN, B EACH 776.61 183.39 0054 801-07118 80.000 13.61729 18.00000 1,440.00000 132.1853 BARRICADE, III-A LFT 1,089.38 350.62 0055 801-07119 16.000 15.19561 22.00000 352.00000 144.7785 BARRICADE, III-B LFT 243.13 108.87 0056 802-05701 44.330 12.71675 17.00000 753.61000 133.6828 SIGN POST, SQUARE, 1, REINFORCED ANCHOR LFT 563.73 189.88 0057 802-05702 39.000 8.49342 13.00000 507.00000 153.0612 SIGN POST, SQUARE, 2, REINFORCED ANCHOR LFT 331.24 175.76 0058 802-07058 2.000 100.00000 90.00000 180.00000 90.0000 SIGN, SHEET ASSEMBLY, RELOCATE EACH 200.00 -20.00 0059 802-07060 4.000 50.00000 90.00000 360.00000 180.0000 SIGN, SHEET, RELOCATE EACH 200.00 160.00 0060 808-06713 956.000 0.39470 0.60000 573.60000 152.0155 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 377.33 196.27 0061 808-06714 1,796.000 0.25443 0.58000 1,041.68000 227.9587 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 456.96 584.72 0062 808-75996 10.000 13.08702 30.00000 300.00000 229.2351 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 130.87 169.13 0063 808-75998 10.000 70.95714 185.00000 1,850.00000 260.7213 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 709.57 1,140.43 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 626,751.94 599,951.44 95.7239 -26,800.50 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 626,751.94 599,951.44 95.7239 -26,800.50 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -1 LOW BID ITEM ANALYSIS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 CONTRACT TIME : 10/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 9999102 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1817530 PIONEER ASSOCIATES, INC. $ 632,132.00 1 99.5754 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 634,827.54 2 100.0000 100.4264 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE MAINTENANCE AND REPAIR 0001 105-08520 1.000 145.00000 220.00000 220.00000 151.7241 CELLULAR TELEPHONE/RADIO EACH 145.00 75.00 0002 105-08521 6.000 150.00000 175.00000 1,050.00000 116.6667 CELLULAR TELEPHONE/RADIO SERVICE MOS 900.00 150.00 0003 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0004 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0005 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0006 110-01001 1.000 39,750.00000 31,600.00000 31,600.00000 79.4969 MOBILIZATION AND DEMOBILIZATION LS 39,750.00 -8,150.00 0007 110-01001 1.000 5,000.00000 10,000.00000 10,000.00000 200.0000 MOBILIZATION AND DEMOBILIZATION LS 5,000.00 5,000.00 0008 202-06541 2.000 8,000.00000 6,500.00000 13,000.00000 81.2500 REMOVE EACH 16,000.00 -3,000.00 0009 202-51328 1.000 7,000.00000 8,300.00000 8,300.00000 118.5714 PRESENT STRUCTURE, REMOVE PORTIONS LS 7,000.00 1,300.00 0010 202-51368 82.000 70.00000 100.00000 8,200.00000 142.8571 SLOPEWALL, REMOVE SYS 5,740.00 2,460.00 0011 213-04324 55.000 250.00000 450.00000 24,750.00000 180.0000 FLOWABLE FILL CYS 13,750.00 11,000.00 0012 303-01180 100.000 35.00000 45.00000 4,500.00000 128.5714 COMPACT AGG, NO. 53 TON 3,500.00 1,000.00 0013 303-02051 8.000 40.00000 150.00000 1,200.00000 375.0000 STONE, 2 TON 320.00 880.00 0014 304-07492 2.000 250.00000 1,000.00000 2,000.00000 400.0000 WIDENING WITH HMA, TYPE A TON 500.00 1,500.00 0015 306-08036 25.000 25.00000 35.00000 875.00000 140.0000 MILLING, ASPHALT, 2 IN SYS 625.00 250.00 0016 402-05477 13.000 100.00000 180.00000 2,340.00000 180.0000 HMA SURFACE 9.5 mm, MAINLINE TON 1,300.00 1,040.00 0017 605-94811 2.000 3,000.00000 1,500.00000 3,000.00000 50.0000 CURB TURNOUT EACH 6,000.00 -3,000.00 0018 605-95635 17.000 100.00000 150.00000 2,550.00000 150.0000 CURB, CONCRETE, INTEGRAL, MODIFIED LFT 1,700.00 850.00 0019 605-97170 17.000 80.00000 46.00000 782.00000 57.5000 CURB, PRECAST CONCRETE LFT 1,360.00 -578.00 0020 609-06259 375.000 80.00000 85.00000 31,875.00000 106.2500 REINFORCED CONCRETE BRIDGE APPR, 12 IN SYS 30,000.00 1,875.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -2 LOW BID ITEM ANALYSIS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0021 612-08370 10,000.000 7.50000 6.10000 61,000.00000 81.3333 HIGH DENSITY POLYURETHANE LBS 75,000.00 -14,000.00 0022 616-02281 4.000 50.00000 500.00000 2,000.00000 1000 GROUT FOR RIPRAP CYS 200.00 1,800.00 0023 616-02320 88.000 8.00000 4.00000 352.00000 50.0000 GEOTEXTILES SYS 704.00 -352.00 0024 616-06405 77.000 50.00000 72.00000 5,544.00000 144.0000 RIPRAP, REVETMENT TON 3,850.00 1,694.00 0025 616-06455 82.000 150.00000 200.00000 16,400.00000 133.3333 SLOPEWALL SYS 12,300.00 4,100.00 0026 616-93772 10.000 150.00000 135.00000 1,350.00000 90.0000 INSPECTION HOLE EACH 1,500.00 -150.00 0027 621-02770 17.000 44.63000 30.00000 510.00000 67.2194 EROSION CONTROL BLANKET SYS 758.71 -248.71 0028 621-06559 17.000 38.91000 25.00000 425.00000 64.2508 MULCHED SEEDING, R SYS 661.47 -236.47 0029 702-51864 98.000 20.00000 15.00000 1,470.00000 75.0000 FIELD DRILLED HOLE EACH 1,960.00 -490.00 0030 703-51032 11,250.000 1.50000 1.50000 16,875.00000 100.0000 REINFORCING STEEL, EPOXY COATED LBS 16,875.00 0.00 0031 715-05149 88.000 49.22000 42.00000 3,696.00000 85.3312 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 4,331.36 -635.36 0032 715-46000 1.000 220.00000 237.00000 237.00000 107.7273 PIPE END SECTION, 12 IN. EACH 220.00 17.00 0033 715-99020 120.000 8.00000 16.00000 1,920.00000 200.0000 PIPE, POLYETHYLENE, 6 IN. LFT 960.00 960.00 0034 720-45010 1.000 2,200.00000 2,100.00000 2,100.00000 95.4545 INLET, A3 EACH 2,200.00 -100.00 0035 722-51852 2,072.000 50.00000 42.00000 87,024.00000 84.0000 BRIDGE DECK PATCHING, PARTIAL DEPTH SFT 103,600.00 -16,576.00 0036 724-03276 450.000 50.00000 15.30000 6,885.00000 30.6000 EXPANSION JOINT SEALING SYSTEM LFT 22,500.00 -15,615.00 0037 724-03276 70.000 60.00000 133.00000 9,310.00000 221.6667 EXPANSION JOINT SEALING SYSTEM LFT 4,200.00 5,110.00 0038 724-03276 246.000 80.00000 81.00000 19,926.00000 101.2500 EXPANSION JOINT SEALING SYSTEM LFT 19,680.00 246.00 0039 724-03276 375.000 60.00000 67.00000 25,125.00000 111.6667 EXPANSION JOINT SEALING SYSTEM LFT 22,500.00 2,625.00 0040 801-01093 60.000 800.00000 100.00000 6,000.00000 12.5000 TEMPORARY WORKSITE SPEED LIMIT SIGN ASSE EACH 48,000.00 -42,000.00 0041 801-04308 8.000 350.00000 225.00000 1,800.00000 64.2857 ROAD CLOSURE SIGN ASSEMBLY EACH 2,800.00 -1,000.00 0042 801-06625 50.000 150.00000 75.00000 3,750.00000 50.0000 DETOUR ROUTE MARKER ASSEMBLY EACH 7,500.00 -3,750.00 0043 801-06640 38.000 138.00000 110.00000 4,180.00000 79.7101 CONSTRUCTION SIGN, A EACH 5,244.00 -1,064.00 0044 801-06645 4.000 50.00000 50.00000 200.00000 100.0000 CONSTRUCTION SIGN, B EACH 200.00 0.00 0045 801-06710 100.000 100.00000 15.00000 1,500.00000 15.0000 FLASHING ARROW SIGN DAY 10,000.00 -8,500.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -3 LOW BID ITEM ANALYSIS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0046 801-06775 1.000 5,000.00000 4,200.00000 4,200.00000 84.0000 MAINTAINING TRAFFIC LS 5,000.00 -800.00 0047 801-06775 1.000 2,500.00000 3,300.00000 3,300.00000 132.0000 MAINTAINING TRAFFIC LS 2,500.00 800.00 0048 801-06775 1.000 2,500.00000 6,100.00000 6,100.00000 244.0000 MAINTAINING TRAFFIC LS 2,500.00 3,600.00 0049 801-06775 1.000 2,500.00000 12,100.00000 12,100.00000 484.0000 MAINTAINING TRAFFIC LS 2,500.00 9,600.00 0050 801-06775 1.000 2,500.00000 3,800.00000 3,800.00000 152.0000 MAINTAINING TRAFFIC LS 2,500.00 1,300.00 0051 801-06775 1.000 2,500.00000 7,400.00000 7,400.00000 296.0000 MAINTAINING TRAFFIC LS 2,500.00 4,900.00 0052 801-06775 1.000 2,500.00000 4,900.00000 4,900.00000 196.0000 MAINTAINING TRAFFIC LS 2,500.00 2,400.00 0053 801-06775 1.000 2,500.00000 4,900.00000 4,900.00000 196.0000 MAINTAINING TRAFFIC LS 2,500.00 2,400.00 0054 801-06775 1.000 2,500.00000 4,200.00000 4,200.00000 168.0000 MAINTAINING TRAFFIC LS 2,500.00 1,700.00 0055 801-06775 1.000 2,500.00000 3,100.00000 3,100.00000 124.0000 MAINTAINING TRAFFIC LS 2,500.00 600.00 0056 801-06775 1.000 2,500.00000 3,100.00000 3,100.00000 124.0000 MAINTAINING TRAFFIC LS 2,500.00 600.00 0057 801-06775 1.000 2,500.00000 3,100.00000 3,100.00000 124.0000 MAINTAINING TRAFFIC LS 2,500.00 600.00 0058 801-06775 1.000 2,500.00000 3,500.00000 3,500.00000 140.0000 MAINTAINING TRAFFIC LS 2,500.00 1,000.00 0059 801-06775 1.000 2,500.00000 3,500.00000 3,500.00000 140.0000 MAINTAINING TRAFFIC LS 2,500.00 1,000.00 0060 801-06775 1.000 2,500.00000 8,000.00000 8,000.00000 320.0000 MAINTAINING TRAFFIC LS 2,500.00 5,500.00 0061 801-06775 1.000 2,500.00000 8,500.00000 8,500.00000 340.0000 MAINTAINING TRAFFIC LS 2,500.00 6,000.00 0062 801-06775 1.000 2,500.00000 13,500.00000 13,500.00000 540.0000 MAINTAINING TRAFFIC LS 2,500.00 11,000.00 0063 801-06775 1.000 2,500.00000 7,000.00000 7,000.00000 280.0000 MAINTAINING TRAFFIC LS 2,500.00 4,500.00 0064 801-06775 1.000 2,500.00000 2,700.00000 2,700.00000 108.0000 MAINTAINING TRAFFIC LS 2,500.00 200.00 0065 801-06775 1.000 5,000.00000 2,300.00000 2,300.00000 46.0000 MAINTAINING TRAFFIC LS 5,000.00 -2,700.00 0066 801-06775 1.000 2,500.00000 2,100.00000 2,100.00000 84.0000 MAINTAINING TRAFFIC LS 2,500.00 -400.00 0067 801-06775 1.000 2,500.00000 2,100.00000 2,100.00000 84.0000 MAINTAINING TRAFFIC LS 2,500.00 -400.00 0068 801-06775 1.000 2,500.00000 14,800.00000 14,800.00000 592.0000 MAINTAINING TRAFFIC LS 2,500.00 12,300.00 0069 801-06775 1.000 2,500.00000 20,900.00000 20,900.00000 836.0000 MAINTAINING TRAFFIC LS 2,500.00 18,400.00 0070 801-06775 1.000 2,500.00000 10,600.00000 10,600.00000 424.0000 MAINTAINING TRAFFIC LS 2,500.00 8,100.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 671 -4 LOW BID ITEM ANALYSIS CALL ORDER : 671 CONTRACT ID : B -28376-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0071 801-06775 1.000 2,500.00000 11,700.00000 11,700.00000 468.0000 MAINTAINING TRAFFIC LS 2,500.00 9,200.00 0072 801-06775 1.000 2,500.00000 11,700.00000 11,700.00000 468.0000 MAINTAINING TRAFFIC LS 2,500.00 9,200.00 0073 801-06775 1.000 2,500.00000 15,900.00000 15,900.00000 636.0000 MAINTAINING TRAFFIC LS 2,500.00 13,400.00 0074 801-07118 144.000 25.00000 14.00000 2,016.00000 56.0000 BARRICADE, III-A LFT 3,600.00 -1,584.00 0075 801-07119 144.000 25.00000 18.00000 2,592.00000 72.0000 BARRICADE, III-B LFT 3,600.00 -1,008.00 0076 801-92448 1,000.000 50.00000 2.00000 2,000.00000 4.0000 CONSTRUCTION SIGNS, MOBILE DAY 50,000.00 -48,000.00 0077 621-01004 2.000 645.00000 350.00000 700.00000 54.2636 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 1,290.00 -590.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 634,827.54 632,132.00 99.5754 -2,695.54 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 634,827.54 632,132.00 99.5754 -2,695.54 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 675 -1 LOW BID ITEM ANALYSIS CALL ORDER : 675 CONTRACT ID : B -28429-C COUNTIES : VIGO LETTING DATE : 05/24/06 CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0701111 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1801998 CLR, INC. $ 97,372.00 1 93.7604 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 103,852.00 2 100.0000 106.6549 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE REPAIR & REHABILITATION 0001 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0002 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0003 110-01001 1.000 15,000.00000 4,850.00000 4,850.00000 32.3333 MOBILIZATION AND DEMOBILIZATION LS 15,000.00 -10,150.00 0004 601-06035 25.000 115.00000 115.00000 2,875.00000 100.0000 GUARDRAIL, RESET LFT 2,875.00 0.00 0005 709-04647 1.000 59,950.00000 73,725.00000 73,725.00000 122.9775 FIBER WRAP CONCRETE CASING SYSTEM LS 59,950.00 13,775.00 0006 727-90308 10.000 230.00000 300.00000 3,000.00000 130.4348 EPOXY INJECTION, CRACK PREPARATION LFT 2,300.00 700.00 0007 727-90309 1.000 25.00000 400.00000 400.00000 1600 EPOXY INJECTION, EPOXY MATERIAL GAL 25.00 375.00 0008 727-93560 1.000 1,500.00000 1,000.00000 1,000.00000 66.6667 EPOXY INJECTION, FURNISHING EQUIPMENT LS 1,500.00 -500.00 0009 801-06640 28.000 150.00000 90.00000 2,520.00000 60.0000 CONSTRUCTION SIGN, A EACH 4,200.00 -1,680.00 0010 801-06775 1.000 18,000.00000 9,000.00000 9,000.00000 50.0000 MAINTAINING TRAFFIC LS 18,000.00 -9,000.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 103,852.00 97,372.00 93.7604 -6,480.00 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 103,852.00 97,372.00 93.7604 -6,480.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -1 LOW BID ITEM ANALYSIS CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 993600F ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1131315 FIVE STAR PAINTING, INC. $ 398,488.00 1 91.9748 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 433,257.80 2 100.0000 108.7254 3 36-2726271 DAGLAS, A.G. PAINTING CO $ 453,002.00 3 104.5571 113.6802 4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 489,962.00 4 113.0879 122.9553 5 35-2019240 CENTRAL PAINTING, INC. $ 571,482.00 5 131.9035 143.4126 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE PAINTING 0001 105-07039 9.000 2,800.00000 2,400.00000 21,600.00000 85.7143 FIELD OFFICE, B MOS 25,200.00 -3,600.00 0002 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0003 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0004 110-01001 1.000 35,000.00000 17,000.00000 17,000.00000 48.5714 MOBILIZATION AND DEMOBILIZATION LS 35,000.00 -18,000.00 0005 619-05926 1.000 3,500.00000 1,000.00000 1,000.00000 28.5714 ENVIRONMENTAL CONTROL LS 3,500.00 -2,500.00 0006 619-05926 1.000 3,500.00000 1,000.00000 1,000.00000 28.5714 ENVIRONMENTAL CONTROL LS 3,500.00 -2,500.00 0007 619-05926 1.000 3,500.00000 2,000.00000 2,000.00000 57.1429 ENVIRONMENTAL CONTROL LS 3,500.00 -1,500.00 0008 619-05926 1.000 3,500.00000 2,000.00000 2,000.00000 57.1429 ENVIRONMENTAL CONTROL LS 3,500.00 -1,500.00 0009 619-05926 1.000 3,500.00000 3,000.00000 3,000.00000 85.7143 ENVIRONMENTAL CONTROL LS 3,500.00 -500.00 0010 619-51859 1.000 16,096.00000 15,561.00000 15,561.00000 96.6762 PAINT STEEL BRIDGE LS 16,096.00 -535.00 0011 619-51859 1.000 16,096.00000 15,561.00000 15,561.00000 96.6762 PAINT STEEL BRIDGE LS 16,096.00 -535.00 0012 619-51859 1.000 28,444.00000 20,080.00000 20,080.00000 70.5949 PAINT STEEL BRIDGE LS 28,444.00 -8,364.00 0013 619-51859 1.000 28,444.00000 20,080.00000 20,080.00000 70.5949 PAINT STEEL BRIDGE LS 28,444.00 -8,364.00 0014 619-51859 1.000 36,382.00000 36,646.00000 36,646.00000 100.7256 PAINT STEEL BRIDGE LS 36,382.00 264.00 0015 619-61000 1.000 20,635.00000 31,122.00000 31,122.00000 150.8214 CLEAN STEEL BRIDGE LS 20,635.00 10,487.00 0016 619-61000 1.000 20,085.00000 31,122.00000 31,122.00000 154.9515 CLEAN STEEL BRIDGE LS 20,085.00 11,037.00 0017 619-61000 1.000 33,803.00000 40,161.00000 40,161.00000 118.8090 CLEAN STEEL BRIDGE LS 33,803.00 6,358.00 0018 619-61000 1.000 33,803.00000 40,161.00000 40,161.00000 118.8090 CLEAN STEEL BRIDGE LS 33,803.00 6,358.00 0019 619-61000 1.000 64,724.00000 73,292.00000 73,292.00000 113.2377 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 681 -2 LOW BID ITEM ANALYSIS CALL ORDER : 681 CONTRACT ID : B -28626-A COUNTIES : JACKSON LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ CLEAN STEEL BRIDGE LS 64,724.00 8,568.00 0020 709-51821 1.000 2,500.00000 500.00000 500.00000 20.0000 SURFACE SEAL LS 2,500.00 -2,000.00 0021 709-51821 1.000 2,500.00000 500.00000 500.00000 20.0000 SURFACE SEAL LS 2,500.00 -2,000.00 0022 709-51821 1.000 2,500.00000 500.00000 500.00000 20.0000 SURFACE SEAL LS 2,500.00 -2,000.00 0023 709-51821 1.000 2,500.00000 500.00000 500.00000 20.0000 SURFACE SEAL LS 2,500.00 -2,000.00 0024 709-51821 1.000 2,500.00000 500.00000 500.00000 20.0000 SURFACE SEAL LS 2,500.00 -2,000.00 0025 801-06640 16.000 180.00000 300.00000 4,800.00000 166.6667 CONSTRUCTION SIGN, A EACH 2,880.00 1,920.00 0026 801-06710 120.000 17.39000 25.00000 3,000.00000 143.7608 FLASHING ARROW SIGN DAY 2,086.80 913.20 0027 801-06775 1.000 918.00000 1,600.00000 1,600.00000 174.2919 MAINTAINING TRAFFIC LS 918.00 682.00 0028 801-06775 1.000 894.00000 1,600.00000 1,600.00000 178.9709 MAINTAINING TRAFFIC LS 894.00 706.00 0029 801-06775 1.000 1,579.00000 1,000.00000 1,000.00000 63.3312 MAINTAINING TRAFFIC LS 1,579.00 -579.00 0030 801-06775 1.000 1,579.00000 1,000.00000 1,000.00000 63.3312 MAINTAINING TRAFFIC LS 1,579.00 -579.00 0031 801-06775 1.000 3,023.00000 3,600.00000 3,600.00000 119.0870 MAINTAINING TRAFFIC LS 3,023.00 577.00 0032 801-09133 2.000 15,792.00000 4,000.00000 8,000.00000 25.3293 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 31,584.00 -23,584.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 433,257.80 398,488.00 91.9748 -34,769.80 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 433,257.80 398,488.00 91.9748 -34,769.80 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -1 LOW BID ITEM ANALYSIS CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 99990CG ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 36-2726271 DAGLAS, A.G. PAINTING CO $ 276,001.00 1 96.7271 100.0000 2 35-1131315 FIVE STAR PAINTING, INC. $ 278,881.00 2 97.7364 101.0435 3 -EST- ENGINEER'S ESTIMATE $ 285,340.00 3 100.0000 103.3837 4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 375,131.00 4 131.4681 135.9165 5 35-1841931 VENUS PAINTING COMPANY $ 399,621.00 5 140.0508 144.7897 6 35-2019240 CENTRAL PAINTING, INC. $ 520,441.00 6 182.3933 188.5649 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BRIDGE PAINTING 0001 105-08520 1.000 150.00000 500.00000 500.00000 333.3333 CELLULAR TELEPHONE/RADIO EACH 150.00 350.00 0002 105-08521 6.000 150.00000 500.00000 3,000.00000 333.3333 CELLULAR TELEPHONE/RADIO SERVICE MOS 900.00 2,100.00 0003 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0004 110-01001 1.000 13,325.00000 12,500.00000 12,500.00000 93.8086 MOBILIZATION AND DEMOBILIZATION LS 13,325.00 -825.00 0005 619-05926 1.000 2,460.00000 4,000.00000 4,000.00000 162.6016 ENVIRONMENTAL CONTROL LS 2,460.00 1,540.00 0006 619-05926 1.000 5,360.00000 3,000.00000 3,000.00000 55.9701 ENVIRONMENTAL CONTROL LS 5,360.00 -2,360.00 0007 619-05926 1.000 1,620.00000 3,000.00000 3,000.00000 185.1852 ENVIRONMENTAL CONTROL LS 1,620.00 1,380.00 0008 619-51859 1.000 27,060.00000 26,000.00000 26,000.00000 96.0828 PAINT STEEL BRIDGE LS 27,060.00 -1,060.00 0009 619-51859 1.000 58,960.00000 44,000.00000 44,000.00000 74.6269 PAINT STEEL BRIDGE LS 58,960.00 -14,960.00 0010 619-51859 1.000 17,820.00000 15,000.00000 15,000.00000 84.1751 PAINT STEEL BRIDGE LS 17,820.00 -2,820.00 0011 619-61000 1.000 24,600.00000 40,000.00000 40,000.00000 162.6016 CLEAN STEEL BRIDGE LS 24,600.00 15,400.00 0012 619-61000 1.000 58,960.00000 65,000.00000 65,000.00000 110.2442 CLEAN STEEL BRIDGE LS 58,960.00 6,040.00 0013 619-61000 1.000 17,820.00000 30,000.00000 30,000.00000 168.3502 CLEAN STEEL BRIDGE LS 17,820.00 12,180.00 0014 709-51821 1.000 1,650.00000 1,000.00000 1,000.00000 60.6061 SURFACE SEAL LS 1,650.00 -650.00 0015 709-51821 1.000 1,650.00000 1,000.00000 1,000.00000 60.6061 SURFACE SEAL LS 1,650.00 -650.00 0016 709-51821 1.000 2,750.00000 1,000.00000 1,000.00000 36.3636 SURFACE SEAL LS 2,750.00 -1,750.00 0017 801-01093 4.000 800.00000 1,000.00000 4,000.00000 125.0000 TEMPORARY WORKSITE SPEED LIMIT SIGN ASSE EACH 3,200.00 800.00 0018 801-06640 22.000 110.00000 200.00000 4,400.00000 181.8182 CONSTRUCTION SIGN, A EACH 2,420.00 1,980.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 691 -2 LOW BID ITEM ANALYSIS CALL ORDER : 691 CONTRACT ID : B -28649-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0019 801-06710 150.000 20.00000 24.00000 3,600.00000 120.0000 FLASHING ARROW SIGN DAY 3,000.00 600.00 0020 801-06775 1.000 3,690.00000 2,000.00000 2,000.00000 54.2005 MAINTAINING TRAFFIC LS 3,690.00 -1,690.00 0021 801-06775 1.000 8,844.00000 3,000.00000 3,000.00000 33.9213 MAINTAINING TRAFFIC LS 8,844.00 -5,844.00 0022 801-06775 1.000 8,100.00000 4,000.00000 4,000.00000 49.3827 MAINTAINING TRAFFIC LS 8,100.00 -4,100.00 0023 801-09133 2.000 10,500.00000 3,000.00000 6,000.00000 28.5714 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 21,000.00 -15,000.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 285,340.00 276,001.00 96.7271 -9,339.00 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 285,340.00 276,001.00 96.7271 -9,339.00