INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 1,089,642.63 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,118,929.55 102.6878% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,145,358.22 105.1132% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,148,688.00 105.4188% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,248,135.89 114.5454% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 1,304,651.91 119.7321% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,329,641.55 122.0255% ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1618530 |( 3 ) 35-1385672 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE & SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 12100.00000 12100.00| 12000.00000 12000.00| 18100.00000 18100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1900.00000 17100.00| 1200.00000 10800.00| 1587.00000 14283.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 54250.00000 54250.00| 55000.00000 55000.00| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 10000.00000 10000.00| 4213.00000 4213.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 90924.00000 90924.00| 45000.00000 45000.00| 20528.00000 20528.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 181.000 m3 | 60.00000 10860.00| 20.00000 3620.00| 29.00000 5249.00 EXCAVATION, COMMON | | | 0009 203-02070 5361.000 m3 | 6.00000 32166.00| 12.00000 64332.00| 18.95000 101590.95 BORROW | | | 0010 203-51223 340.000 m3 | 15.00000 5100.00| 20.00000 6800.00| 17.84000 6065.60 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1618530 |( 3 ) 35-1385672 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-02231 15.000 m | 20.00000 300.00| 5.00000 75.00| 6.00000 90.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 207-08263 2121.000 m2 | 11.77000 24964.17| 18.00000 38178.00| 5.95000 12619.95 SUBGRATE TREATMENT, TYPE IA | | | 0013 207-08267 208.000 m2 | 24.86000 5170.88| 7.00000 1456.00| 22.00000 4576.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-07454 817.900 m3 | 24.49000 20030.37| 25.00000 20447.50| 26.40000 21592.56 STRUCTURE BACKFILL | | | 0015 301-07448 1152.000 Mg | 20.30000 23385.60| 22.00000 25344.00| 28.98000 33384.96 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 304-07492 75.000 Mg | 198.00000 14850.00| 200.00000 15000.00| 175.00000 13125.00 WIDENING WITH HMA, TYPE A | | | 0017 306-08036 850.000 m2 | 3.54000 3009.00| 7.00000 5950.00| 5.16000 4386.00 MILLING, ASPHALT, 50 mm | | | 0018 306-08043 504.000 m2 | 3.54000 1784.16| 7.00000 3528.00| 5.16000 2600.64 MILLING, TRANSITION | | | 0019 402-07432 164.000 Mg | 78.00000 12792.00| 70.00000 11480.00| 69.00000 11316.00 HMA SURFACE, TYPE A | | | 0020 402-07433 587.000 Mg | 77.00000 45199.00| 70.00000 41090.00| 68.00000 39916.00 HMA SURFACE, TYPE B | | | 0021 402-07435 431.000 Mg | 101.00000 43531.00| 90.00000 38790.00| 89.00000 38359.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07438 974.000 Mg | 68.00000 66232.00| 61.00000 59414.00| 60.00000 58440.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 195.000 Mg | 153.00000 29835.00| 140.00000 27300.00| 135.00000 26325.00 HMA BASE, TYPE B | | | 0024 405-05518 1598.000 m2 | 0.79000 1262.42| 0.75000 1198.50| 0.70000 1118.60 ASPHALT FOR PRIME COAT | | | 0025 406-05521 9422.000 m2 | 0.08000 753.76| 0.10000 942.20| 0.07000 659.54 ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2740.00000 5480.00| 2500.00000 5000.00| 2425.00000 4850.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 8.000 EACH | 2290.00000 18320.00| 2100.00000 16800.00| 2030.00000 16240.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 2.000 EACH | 1240.00000 2480.00| 1200.00000 2400.00| 1100.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 293.370 m | 50.40000 14785.85| 45.00000 13201.65| 44.60000 13084.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1618530 |( 3 ) 35-1385672 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 610-07486 95.000 Mg | 108.00000 10260.00| 100.00000 9500.00| 95.00000 9025.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 2.000 EACH | 186.00000 372.00| 200.00000 400.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH | 245.00000 245.00| 225.00000 225.00| 215.00000 215.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 19.000 EACH | 115.00000 2185.00| 110.00000 2090.00| 102.00000 1938.00 RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH | 550.00000 2200.00| 500.00000 2000.00| 485.00000 1940.00 MONUMENT, B | | | 0035 616-02320 960.000 m2 | 1.80000 1728.00| 3.50000 3360.00| 2.33000 2236.80 GEOTEXTILES | | | 0036 616-05689 301.000 Mg | 22.88000 6886.88| 40.00000 12040.00| 23.14000 6965.14 RIPRAP, CLASS 2 | | | 0037 616-06451 422.000 Mg | 20.11000 8486.42| 35.00000 14770.00| 19.71000 8317.62 RIPRAP, UNIFORM | | | 0038 621-01004 3.000 EACH | 900.00000 2700.00| 700.00000 2100.00| 686.00000 2058.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 3.120 kg | 63.28000 197.43| 60.00000 187.20| 56.00000 174.72 SEED MIXTURE, CV | | | 0040 621-06559 3120.000 m2 | 0.54000 1684.80| 0.50000 1560.00| 0.48000 1497.60 MULCHED SEEDING, R | | | 0041 621-06567 1.600 kL | 1.10000 1.76| 1.00000 1.60| 1.00000 1.60 WATER | | | 0042 621-06574 1064.000 m2 | 4.25000 4522.00| 4.00000 4256.00| 3.57000 3798.48 SODDING | | | 0043 621-06575 3444.000 m2 | 4.25000 14637.00| 4.00000 13776.00| 3.57000 12295.08 SODDING, NURSERY | | | 0044 622-52436 8.000 EACH | 32.00000 256.00| 30.00000 240.00| 28.00000 224.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 80.000 EACH | 10.00000 800.00| 10.00000 800.00| 9.00000 720.00 SEEDLING | | | 0046 714-06660 90.000 m2 | 551.00000 49590.00| 600.00000 54000.00| 320.00000 28800.00 WINGWALL | | | 0047 715-05021 115.000 m | 67.12000 7718.80| 90.00000 10350.00| 113.68000 13073.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05169 51.900 m | 67.12000 3483.53| 120.00000 6228.00| 104.03000 5399.16 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1618530 |( 3 ) 35-1385672 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 715-97836 16.000 EACH | 2407.00000 38512.00| 3500.00000 56000.00| 2300.00000 36800.00 GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0050 723-06927 26.200 m | 7239.00000 189661.80| 6500.00000 170300.00| 7278.00000 190683.60 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | x 2600 mm | | | 0051 723-08050 21.400 m | 4375.00000 93625.00| 5600.00000 119840.00| 7566.00000 161912.40 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0052 801-01851 LUMP | 27685.00000 27685.00| 35000.00000 35000.00| 30930.00000 30930.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 3360.000 m | 3.60000 12096.00| 2.65000 8904.00| 0.35000 1176.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06639 230.000 m | 62.34000 14338.20| 75.00000 17250.00| 96.75000 22252.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0055 801-06640 28.000 EACH | 136.00000 3808.00| 125.00000 3500.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 4.000 EACH | 34.00000 136.00| 25.00000 100.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 27990.00000 27990.00| 30000.00000 30000.00| 61305.00000 61305.00 MAINTAINING TRAFFIC | | | 0058 802-02489 15.000 m | 38.00000 570.00| 35.00000 525.00| 122.52000 1837.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0059 802-05702 5.000 m | 30.00000 150.00| 28.00000 140.00| 122.41000 612.05 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 4.000 EACH | 70.00000 280.00| 65.00000 260.00| 60.00000 240.00 SIGN, SHEET, RELOCATE | | | 0061 808-01226 17.000 EACH | 2.00000 34.00| 40.00000 680.00| 36.00000 612.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0062 808-06712 480.000 m | 0.80000 384.00| 0.50000 240.00| 0.49000 235.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 1479.000 m | 0.80000 1183.20| 0.50000 739.50| 0.47000 695.13 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 912.000 m | 0.80000 729.60| 0.70000 638.40| 0.67000 611.04 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 120.000 m | 3.70000 444.00| 3.50000 420.00| 3.25000 390.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1618530 |( 3 ) 35-1385672 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 808-75994 17.000 EACH | 2.00000 34.00| 15.00000 255.00| 13.00000 221.00 PRISMATIC REFLECTOR | | | 0067 808-75996 17.000 EACH | 10.00000 170.00| 25.00000 425.00| 21.00000 357.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 17.000 EACH | 70.00000 1190.00| 40.00000 680.00| 39.00000 663.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,089,642.63| $ 1,118,929.55| $ 1,145,358.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,089,642.63| $ 1,118,929.55| $ 1,145,358.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE & SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 10750.00000 10750.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1600.00000 14400.00| 1800.00000 16200.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 57000.00000 57000.00| 60000.00000 60000.00| 65225.00000 65225.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11000.00000 11000.00| 15000.00000 15000.00| 13045.00000 13045.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 70865.67000 70865.67| 50000.00000 50000.00| 165139.00000 165139.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 181.000 m3 | 35.00000 6335.00| 19.00000 3439.00| 50.00000 9050.00 EXCAVATION, COMMON | | | 0009 203-02070 5361.000 m3 | 7.00000 37527.00| 12.50000 67012.50| 18.00000 96498.00 BORROW | | | 0010 203-51223 340.000 m3 | 15.00000 5100.00| 12.50000 4250.00| 18.00000 6120.00 EXCAVATION, WATERWAY | | | 0011 205-02231 15.000 m | 105.00000 1575.00| 80.00000 1200.00| 200.00000 3000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 207-08263 2121.000 m2 | 11.00000 23331.00| 8.00000 16968.00| 18.00000 38178.00 SUBGRATE TREATMENT, TYPE IA | | | 0013 207-08267 208.000 m2 | 22.00000 4576.00| 8.00000 1664.00| 12.50000 2600.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-07454 817.900 m3 | 17.00000 13904.30| 25.00000 20447.50| 40.00000 32716.00 STRUCTURE BACKFILL | | | 0015 301-07448 1152.000 Mg | 22.00000 25344.00| 17.00000 19584.00| 24.50000 28224.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 304-07492 75.000 Mg | 175.00000 13125.00| 185.00000 13875.00| 185.00000 13875.00 WIDENING WITH HMA, TYPE A | | | 0017 306-08036 850.000 m2 | 4.50000 3825.00| 5.50000 4675.00| 8.50000 7225.00 MILLING, ASPHALT, 50 mm | | | 0018 306-08043 504.000 m2 | 4.50000 2268.00| 5.80000 2923.20| 5.75000 2898.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 164.000 Mg | 69.00000 11316.00| 72.00000 11808.00| 75.00000 12300.00 HMA SURFACE, TYPE A | | | 0020 402-07433 587.000 Mg | 68.00000 39916.00| 70.00000 41090.00| 73.00000 42851.00 HMA SURFACE, TYPE B | | | 0021 402-07435 431.000 Mg | 89.00000 38359.00| 91.00000 39221.00| 95.00000 40945.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07438 974.000 Mg | 60.00000 58440.00| 62.00000 60388.00| 65.00000 63310.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 195.000 Mg | 135.00000 26325.00| 140.00000 27300.00| 145.00000 28275.00 HMA BASE, TYPE B | | | 0024 405-05518 1598.000 m2 | 0.70000 1118.60| 0.80000 1278.40| 0.75000 1198.50 ASPHALT FOR PRIME COAT | | | 0025 406-05521 9422.000 m2 | 0.07000 659.54| 0.10000 942.20| 0.08000 753.76 ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2550.00000 5100.00| 3700.00000 7400.00| 2425.00000 4850.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 8.000 EACH | 2150.00000 17200.00| 2150.00000 17200.00| 2030.00000 16240.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 2.000 EACH | 1150.00000 2300.00| 1200.00000 2400.00| 1100.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 293.370 m | 47.00000 13788.39| 46.00000 13495.02| 44.60000 13084.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07486 95.000 Mg | 95.00000 9025.00| 97.00000 9215.00| 102.50000 9737.50 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 2.000 EACH | 174.00000 348.00| 170.00000 340.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH | 225.00000 225.00| 220.00000 220.00| 215.00000 215.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 19.000 EACH | 107.00000 2033.00| 108.00000 2052.00| 102.00000 1938.00 RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 485.00000 1940.00 MONUMENT, B | | | 0035 616-02320 960.000 m2 | 2.00000 1920.00| 3.80000 3648.00| 2.75000 2640.00 GEOTEXTILES | | | 0036 616-05689 301.000 Mg | 27.00000 8127.00| 23.00000 6923.00| 30.00000 9030.00 RIPRAP, CLASS 2 | | | 0037 616-06451 422.000 Mg | 26.00000 10972.00| 16.50000 6963.00| 32.50000 13715.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-01004 3.000 EACH | 900.00000 2700.00| 820.00000 2460.00| 440.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 3.120 kg | 57.00000 177.84| 58.00000 180.96| 155.00000 483.60 SEED MIXTURE, CV | | | 0040 621-06559 3120.000 m2 | 0.50000 1560.00| 0.52000 1622.40| 0.45000 1404.00 MULCHED SEEDING, R | | | 0041 621-06567 1.600 kL | 5.25000 8.40| 1.10000 1.76| 14.00000 22.40 WATER | | | 0042 621-06574 1064.000 m2 | 4.75000 5054.00| 4.00000 4256.00| 4.75000 5054.00 SODDING | | | 0043 621-06575 3444.000 m2 | 4.75000 16359.00| 4.00000 13776.00| 4.75000 16359.00 SODDING, NURSERY | | | 0044 622-52436 8.000 EACH | 26.00000 208.00| 29.00000 232.00| 33.00000 264.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 80.000 EACH | 10.00000 800.00| 9.50000 760.00| 16.50000 1320.00 SEEDLING | | | 0046 714-06660 90.000 m2 | 570.00000 51300.00| 400.00000 36000.00| 535.00000 48150.00 WINGWALL | | | 0047 715-05021 115.000 m | 125.00000 14375.00| 82.00000 9430.00| 66.00000 7590.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05169 51.900 m | 125.00000 6487.50| 115.00000 5968.50| 86.00000 4463.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-97836 16.000 EACH | 3600.00000 57600.00| 3000.00000 48000.00| 2850.00000 45600.00 GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0050 723-06927 26.200 m | 7700.00000 201740.00| 7300.00000 191260.00| 6200.00000 162440.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | x 2600 mm | | | 0051 723-08050 21.400 m | 7300.00000 156220.00| 7000.00000 149800.00| 6100.00000 130540.00 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0052 801-01851 LUMP | 32500.00000 32500.00| 34000.00000 34000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 3360.000 m | 3.60000 12096.00| 2.70000 9072.00| 2.75000 9240.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06639 230.000 m | 65.00000 14950.00| 95.00000 21850.00| 82.75000 19032.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0055 801-06640 28.000 EACH | 105.00000 2940.00| 105.00000 2940.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-06645 4.000 EACH | 26.25000 105.00| 47.00000 188.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 17199.86000 17199.86| 140000.00000 140000.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0058 802-02489 15.000 m | 35.00000 525.00| 35.00000 525.00| 33.65000 504.75 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0059 802-05702 5.000 m | 28.00000 140.00| 28.00000 140.00| 26.50000 132.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 4.000 EACH | 63.00000 252.00| 80.00000 320.00| 60.00000 240.00 SIGN, SHEET, RELOCATE | | | 0061 808-01226 17.000 EACH | 38.00000 646.00| 38.00000 646.00| 58.00000 986.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0062 808-06712 480.000 m | 0.52000 249.60| 0.55000 264.00| 0.70000 336.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 1479.000 m | 0.50000 739.50| 0.55000 813.45| 0.70000 1035.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 912.000 m | 0.70000 638.40| 0.75000 684.00| 0.70000 638.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 120.000 m | 3.50000 420.00| 4.70000 564.00| 5.00000 600.00 LINE, REMOVE | | | 0066 808-75994 17.000 EACH | 13.75000 233.75| 14.00000 238.00| 12.00000 204.00 PRISMATIC REFLECTOR | | | 0067 808-75996 17.000 EACH | 24.45000 415.65| 18.00000 306.00| 12.00000 204.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 17.000 EACH | 41.00000 697.00| 42.00000 714.00| 70.00000 1190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,148,688.00| $ 1,248,135.89| $ 1,304,651.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,148,688.00| $ 1,248,135.89| $ 1,304,651.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE & SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 15500.00000 15500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 75000.00000 75000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 21000.00000 21000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 181.000 m3 | 15.00000 2715.00| | EXCAVATION, COMMON | | | 0009 203-02070 5361.000 m3 | 15.00000 80415.00| | BORROW | | | 0010 203-51223 340.000 m3 | 15.00000 5100.00| | EXCAVATION, WATERWAY | | | 0011 205-02231 15.000 m | 25.00000 375.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 207-08263 2121.000 m2 | 15.00000 31815.00| | SUBGRATE TREATMENT, TYPE IA | | | 0013 207-08267 208.000 m2 | 22.50000 4680.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-07454 817.900 m3 | 35.00000 28626.50| | STRUCTURE BACKFILL | | | 0015 301-07448 1152.000 Mg | 25.00000 28800.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 304-07492 75.000 Mg | 200.00000 15000.00| | WIDENING WITH HMA, TYPE A | | | 0017 306-08036 850.000 m2 | 5.00000 4250.00| | MILLING, ASPHALT, 50 mm | | | 0018 306-08043 504.000 m2 | 5.00000 2520.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 164.000 Mg | 80.00000 13120.00| | HMA SURFACE, TYPE A | | | 0020 402-07433 587.000 Mg | 70.00000 41090.00| | HMA SURFACE, TYPE B | | | 0021 402-07435 431.000 Mg | 90.00000 38790.00| | HMA INTERMEDIATE, TYPE A | | | 0022 402-07438 974.000 Mg | 62.00000 60388.00| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 195.000 Mg | 150.00000 29250.00| | HMA BASE, TYPE B | | | 0024 405-05518 1598.000 m2 | 0.50000 799.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05521 9422.000 m2 | 0.10000 942.20| | ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2250.00000 4500.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 8.000 EACH | 2500.00000 20000.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 2.000 EACH | 1100.00000 2200.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 293.370 m | 45.00000 13201.65| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07486 95.000 Mg | 100.00000 9500.00| | HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 2.000 EACH | 175.00000 350.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH | 225.00000 225.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 19.000 EACH | 150.00000 2850.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH | 500.00000 2000.00| | MONUMENT, B | | | 0035 616-02320 960.000 m2 | 3.25000 3120.00| | GEOTEXTILES | | | 0036 616-05689 301.000 Mg | 35.00000 10535.00| | RIPRAP, CLASS 2 | | | 0037 616-06451 422.000 Mg | 35.00000 14770.00| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-01004 3.000 EACH | 850.00000 2550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 3.120 kg | 60.00000 187.20| | SEED MIXTURE, CV | | | 0040 621-06559 3120.000 m2 | 0.75000 2340.00| | MULCHED SEEDING, R | | | 0041 621-06567 1.600 kL | 5.00000 8.00| | WATER | | | 0042 621-06574 1064.000 m2 | 4.50000 4788.00| | SODDING | | | 0043 621-06575 3444.000 m2 | 4.50000 15498.00| | SODDING, NURSERY | | | 0044 622-52436 8.000 EACH | 25.00000 200.00| | SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 80.000 EACH | 12.00000 960.00| | SEEDLING | | | 0046 714-06660 90.000 m2 | 520.00000 46800.00| | WINGWALL | | | 0047 715-05021 115.000 m | 100.00000 11500.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05169 51.900 m | 100.00000 5190.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-97836 16.000 EACH | 3750.00000 60000.00| | GRATED BOX END SECTION, II, 4:1, 375 mm | | | 0050 723-06927 26.200 m | 7250.00000 189950.00| | STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | x 2600 mm | | | 0051 723-08050 21.400 m | 5600.00000 119840.00| | STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0052 801-01851 LUMP | 50000.00000 50000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 3360.000 m | 3.50000 11760.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06639 230.000 m | 75.00000 17250.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0055 801-06640 28.000 EACH | 150.00000 4200.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 560 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,120,625.95 ROUTE : US 35 CALL ORDER : 560 CONTRACT ID : B -27556-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-06645 4.000 EACH | 30.00000 120.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 60000.00000 60000.00| | MAINTAINING TRAFFIC | | | 0058 802-02489 15.000 m | 50.00000 750.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0059 802-05702 5.000 m | 50.00000 250.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 4.000 EACH | 200.00000 800.00| | SIGN, SHEET, RELOCATE | | | 0061 808-01226 17.000 EACH | 50.00000 850.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0062 808-06712 480.000 m | 1.00000 480.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 1479.000 m | 1.00000 1479.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 912.000 m | 1.00000 912.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 120.000 m | 3.25000 390.00| | LINE, REMOVE | | | 0066 808-75994 17.000 EACH | 15.00000 255.00| | PRISMATIC REFLECTOR | | | 0067 808-75996 17.000 EACH | 20.00000 340.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 17.000 EACH | 45.00000 765.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,329,641.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,329,641.55| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 402,699.00 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 407,024.88 101.0742% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 439,403.45 109.1146% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 442,620.70 109.9135% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 459,000.00 113.9809% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC 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| 7000.00000 7000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 2200.00000 13200.00| 1400.00000 8400.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6000.00000 6000.00| 2000.00000 2000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 27000.00000 27000.00| 18000.00000 18000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2322.000 CYS | 8.00000 18576.00| 8.00000 18576.00| 16.50000 38313.00 EXCAVATION, COMMON | | | 0009 205-06931 201.400 TON | 22.00000 4430.80| 50.00000 10070.00| 30.00000 6042.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 400.000 LFT | 3.20000 1280.00| 2.00000 800.00| 2.25000 900.00 TEMPORARY SILT FENCE | | | 0011 207-07503 3129.000 SYS | 8.00000 25032.00| 9.00000 28161.00| 2.00000 6258.00 SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 716.000 CYS | 15.00000 10740.00| 12.00000 8592.00| 30.00000 21480.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 748.000 TON | 14.00000 10472.00| 16.00000 11968.00| 22.00000 16456.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 192.000 SYS | 14.00000 2688.00| 11.00000 2112.00| 14.00000 2688.00 MILLING, TRANSITION | | | 0015 402-07432 328.300 TON | 72.62000 23841.15| 73.00000 23965.90| 65.00000 21339.50 HMA SURFACE, TYPE A | | | 0016 402-07435 274.500 TON | 58.59000 16082.96| 58.00000 15921.00| 53.00000 14548.50 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 912.600 TON | 47.65000 43485.39| 44.00000 40154.40| 37.00000 33766.20 HMA BASE. TYPE A | | | 0018 404-05511 791.000 SYS | 4.13000 3266.83| 5.00000 3955.00| 4.00000 3164.00 SEAL COAT, 2 | | | 0019 405-05518 869.000 SYS | 0.66000 573.54| 1.00000 869.00| 0.60000 521.40 ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.700 TON | 203.00000 345.10| 300.00000 510.00| 200.00000 340.00 ASPHALT FOR TACK COAT | | | 0021 601-01839 1.000 EACH | 1869.00000 1869.00| 1825.00000 1825.00| 1580.00000 1580.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-02800 4.000 EACH | 1060.00000 4240.00| 1100.00000 4400.00| 950.00000 3800.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-94689 3.000 EACH | 2275.00000 6825.00| 2300.00000 6900.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 531.250 LFT | 15.30000 8128.13| 15.50000 8234.38| 14.00000 7437.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07486 17.100 TON | 115.00000 1966.50| 125.00000 2137.50| 101.00000 1727.10 HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 4.000 EACH | 140.00000 560.00| 165.00000 660.00| 110.00000 440.00 RIGHT OF WAY MARKER | | | 0028 616-02320 328.000 SYS | 3.50000 1148.00| 3.00000 984.00| 5.00000 1640.00 GEOTEXTILES | | | 0029 616-05688 278.600 TON | 40.00000 11144.00| 49.00000 13651.40| 45.00000 12537.00 RIPRAP, CLASS 1 | | | 0030 616-06405 112.600 TON | 26.00000 2927.60| 20.00000 2252.00| 32.00000 3603.20 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH | 700.00000 700.00| 700.00000 700.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-01371 62.000 LBS | 10.00000 620.00| 13.00000 806.00| 7.25000 449.50 SEED MIXTURE, LEGUME, 2 | | | 0033 621-01597 30.000 SYS | 14.00000 420.00| 12.00000 360.00| 11.50000 345.00 EROSION CONTROL, MAT | | | 0034 621-06545 0.300 TON | 800.00000 240.00| 600.00000 180.00| 700.00000 210.00 FERTILIZER | | | 0035 621-06548 5.000 LBS | 50.00000 250.00| 50.00000 250.00| 25.00000 125.00 SEED MIXTURE, CV | | | 0036 621-06553 135.000 LBS | 4.15000 560.25| 12.00000 1620.00| 4.00000 540.00 SEED MIXTURE, R | | | 0037 621-06565 1.600 TON | 600.00000 960.00| 550.00000 880.00| 550.00000 880.00 MULCHING MATERIAL | | | 0038 621-06567 1.300 MG | 15.00000 19.50| 1.00000 1.30| 1.00000 1.30 WATER | | | 0039 621-06574 315.000 SYS | 10.50000 3307.50| 9.00000 2835.00| 9.00000 2835.00 SODDING | | | 0040 621-52448 4.000 EACH | 50.00000 200.00| 35.00000 140.00| 28.00000 112.00 SIGN, DO NOT SPRAY | | | 0041 622-98200 4.000 EACH | 50.00000 200.00| 35.00000 140.00| 28.00000 112.00 SIGN, DO NOT DISTURB | | | 0042 706-08352 45.000 LFT | 240.00000 10800.00| 220.00000 9900.00| 200.00000 9000.00 RAILING, CF-1 | | | 0043 715-05048 100.000 LFT | 10.00000 1000.00| 8.00000 800.00| 15.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05049 100.000 LFT | 14.00000 1400.00| 9.00000 900.00| 16.00000 1600.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05051 100.000 LFT | 14.00000 1400.00| 10.00000 1000.00| 17.00000 1700.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0046 715-05169 66.000 LFT | 16.00000 1056.00| 16.00000 1056.00| 25.00000 1650.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-46005 4.000 EACH | 120.00000 480.00| 175.00000 700.00| 400.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0048 723-06660 64.000 SYS | 600.00000 38400.00| 590.00000 37760.00| 700.00000 44800.00 WINGWALL | | | 0049 723-07807 35.780 LFT | 1450.00000 51881.00| 1750.00000 62615.00| 2400.00000 85872.00 STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 96 IN. | | | 0050 801-03290 4.000 EACH | 180.00000 720.00| 150.00000 600.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-04308 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 275.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 28.000 EACH | 80.00000 2240.00| 70.00000 1960.00| 60.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 17.000 EACH | 110.00000 1870.00| 102.00000 1734.00| 90.00000 1530.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 2000.00000 2000.00| 5500.00000 5500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 96.000 LFT | 15.00000 1440.00| 13.00000 1248.00| 11.00000 1056.00 BARRICADE, III-A | | | 0056 801-07119 96.000 LFT | 20.00000 1920.00| 18.00000 1728.00| 14.00000 1344.00 BARRICADE, III-B | | | 0057 804-06725 9.000 EACH | 22.00000 198.00| 23.00000 207.00| 20.00000 180.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0058 804-76350 1.000 EACH | 30.00000 30.00| 28.00000 28.00| 22.00000 22.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0059 808-06712 275.000 LFT | 0.37000 101.75| 0.48000 132.00| 0.35000 96.25 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 2200.000 LFT | 0.37000 814.00| 0.48000 1056.00| 0.35000 770.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1100.000 LFT | 0.37000 407.00| 0.48000 528.00| 0.35000 385.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-75998 28.000 EACH | 80.00000 2240.00| 70.00000 1960.00| 50.00000 1400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 402,699.00| $ 407,024.88| $ 439,403.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 402,699.00| $ 407,024.88| $ 439,403.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 5200.00000 5200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2100.00000 12600.00| 2400.00000 14400.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 22130.00000 22130.00| 34000.00000 34000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6600.00000 6600.00| 9100.00000 9100.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 22000.00000 22000.00| 15186.32000 15186.32| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2322.000 CYS | 20.00000 46440.00| 18.00000 41796.00| EXCAVATION, COMMON | | | 0009 205-06931 201.400 TON | 65.00000 13091.00| 39.00000 7854.60| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 400.000 LFT | 2.25000 900.00| 2.20000 880.00| TEMPORARY SILT FENCE | | | 0011 207-07503 3129.000 SYS | 3.50000 10951.50| 2.80000 8761.20| SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 716.000 CYS | 14.00000 10024.00| 29.00000 20764.00| STRUCTURE BACKFILL | | | 0013 301-07448 748.000 TON | 20.00000 14960.00| 22.00000 16456.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 192.000 SYS | 13.00000 2496.00| 18.00000 3456.00| MILLING, TRANSITION | | | 0015 402-07432 328.300 TON | 65.00000 21339.50| 64.84000 21286.97| HMA SURFACE, TYPE A | | | 0016 402-07435 274.500 TON | 50.00000 13725.00| 52.31000 14359.10| HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 912.600 TON | 46.00000 41979.60| 36.81000 33592.81| HMA BASE. TYPE A | | | 0018 404-05511 791.000 SYS | 6.00000 4746.00| 3.69000 2918.79| SEAL COAT, 2 | | | 0019 405-05518 869.000 SYS | 0.40000 347.60| 0.59000 512.71| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 406-05520 1.700 TON | 250.00000 425.00| 181.53000 308.60| ASPHALT FOR TACK COAT | | | 0021 601-01839 1.000 EACH | 1900.00000 1900.00| 1575.00000 1575.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-02800 4.000 EACH | 1350.00000 5400.00| 945.00000 3780.00| GUARDRAIL TRANSITION, TGT | | | 0023 601-94689 3.000 EACH | 2600.00000 7800.00| 2030.00000 6090.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 531.250 LFT | 12.60000 6693.75| 13.65000 7251.56| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07486 17.100 TON | 200.00000 3420.00| 100.06000 1711.03| HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 1.000 EACH | 150.00000 150.00| 170.00000 170.00| MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 4.000 EACH | 130.00000 520.00| 102.00000 408.00| RIGHT OF WAY MARKER | | | 0028 616-02320 328.000 SYS | 1.50000 492.00| 4.00000 1312.00| GEOTEXTILES | | | 0029 616-05688 278.600 TON | 50.00000 13930.00| 42.00000 11701.20| RIPRAP, CLASS 1 | | | 0030 616-06405 112.600 TON | 38.00000 4278.80| 31.00000 3490.60| RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH | 600.00000 600.00| 575.00000 575.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 62.000 LBS | 7.20000 446.40| 7.08000 438.96| SEED MIXTURE, LEGUME, 2 | | | 0033 621-01597 30.000 SYS | 11.50000 345.00| 11.20000 336.00| EROSION CONTROL, MAT | | | 0034 621-06545 0.300 TON | 700.00000 210.00| 686.00000 205.80| FERTILIZER | | | 0035 621-06548 5.000 LBS | 26.00000 130.00| 25.00000 125.00| SEED MIXTURE, CV | | | 0036 621-06553 135.000 LBS | 3.70000 499.50| 3.61000 487.35| SEED MIXTURE, R | | | 0037 621-06565 1.600 TON | 525.00000 840.00| 524.00000 838.40| MULCHING MATERIAL | | | 0038 621-06567 1.300 MG | 11.00000 14.30| 10.00000 13.00| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06574 315.000 SYS | 9.00000 2835.00| 8.80000 2772.00| SODDING | | | 0040 621-52448 4.000 EACH | 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT SPRAY | | | 0041 622-98200 4.000 EACH | 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0042 706-08352 45.000 LFT | 150.00000 6750.00| 175.00000 7875.00| RAILING, CF-1 | | | 0043 715-05048 100.000 LFT | 19.00000 1900.00| 23.00000 2300.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05049 100.000 LFT | 21.00000 2100.00| 25.00000 2500.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05051 100.000 LFT | 26.00000 2600.00| 27.00000 2700.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0046 715-05169 66.000 LFT | 26.00000 1716.00| 25.00000 1650.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-46005 4.000 EACH | 325.00000 1300.00| 380.00000 1520.00| PIPE END SECTION, 15 IN. | | | 0048 723-06660 64.000 SYS | 600.00000 38400.00| 360.00000 23040.00| WINGWALL | | | 0049 723-07807 35.780 LFT | 2100.00000 75138.00| 3000.00000 107340.00| STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 96 IN. | | | 0050 801-03290 4.000 EACH | 125.00000 500.00| 120.00000 480.00| CONSTRUCTION SIGN, C | | | 0051 801-04308 2.000 EACH | 255.00000 510.00| 250.00000 500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 28.000 EACH | 55.00000 1540.00| 55.00000 1540.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 17.000 EACH | 86.00000 1462.00| 85.00000 1445.00| CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 2300.00000 2300.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0055 801-07118 96.000 LFT | 10.00000 960.00| 10.00000 960.00| BARRICADE, III-A | | | 0056 801-07119 96.000 LFT | 13.00000 1248.00| 13.00000 1248.00| BARRICADE, III-B | | | 0057 804-06725 9.000 EACH | 15.00000 135.00| 18.00000 162.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 580 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,040.86 ROUTE : SR 71 CALL ORDER : 580 CONTRACT ID : B -27726-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 804-76350 1.000 EACH | 20.00000 20.00| 20.00000 20.00| DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0059 808-06712 275.000 LFT | 0.33000 90.75| 0.32000 88.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 2200.000 LFT | 0.33000 726.00| 0.32000 704.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1100.000 LFT | 0.33000 363.00| 0.32000 352.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-75998 28.000 EACH | 50.00000 1400.00| 45.00000 1260.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 442,620.70| $ 459,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 442,620.70| $ 459,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 1,106,717.45 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,182,784.10 106.8732% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,206,205.05 108.9894% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,294,539.00 116.9710% 5 35-1374866 PRIMCO, INC. $ 1,338,257.45 120.9213% 6 35-1057237 R L MCCOY INC $ 1,382,201.50 124.8920% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1618530 |( 3 ) 35-1386990 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2600.00000 7800.00| 2000.00000 6000.00| 6000.00000 18000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 46000.00000 46000.00| 55000.00000 55000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 122.000 SYS | 45.00000 5490.00| 25.00000 3050.00| 30.00000 3660.00 PAVEMENT REMOVAL | | | 0007 202-02241 2635.000 LFT | 3.00000 7905.00| 3.00000 7905.00| 3.00000 7905.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 147200.00000 147200.00| 152000.00000 152000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 2086.000 SYS | 4.20000 8761.20| 3.50000 7301.00| 2.00000 4172.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-96151 LUMP | 3700.00000 3700.00| 1500.00000 1500.00| 7500.00000 7500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-02070 250.000 CYS | 20.00000 5000.00| 25.00000 6250.00| 10.00000 2500.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1618530 |( 3 ) 35-1386990 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-90014 27.000 STA | 360.00000 9720.00| 175.00000 4725.00| 600.00000 16200.00 LINEAR GRADING | | | 0013 302-07455 20.000 CYS | 25.00000 500.00| 55.00000 1100.00| 35.00000 700.00 DENSE GRADED SUBBASE | | | 0014 306-08043 267.000 SYS | 6.00000 1602.00| 2.50000 667.50| 5.00000 1335.00 MILLING, TRANSITION | | | 0015 406-05521 391.000 SYS | 2.75000 1075.25| 0.20000 78.20| 5.00000 1955.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 950.00000 3800.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 2475.000 LFT | 12.00000 29700.00| 12.00000 29700.00| 15.25000 37743.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 609-06257 124.000 SYS | 56.00000 6944.00| 75.00000 9300.00| 60.00000 7440.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0020 610-07486 46.000 TON | 150.00000 6900.00| 92.00000 4232.00| 195.00000 8970.00 HMA FOR APPROACHES, TYPE A | | | 0021 616-02320 555.000 SYS | 2.40000 1332.00| 3.00000 1665.00| 3.00000 1665.00 GEOTEXTILES | | | 0022 616-06405 381.000 TON | 22.20000 8458.20| 35.00000 13335.00| 30.00000 11430.00 RIPRAP, REVETMENT | | | 0023 619-04414 36.000 EACH | 65.00000 2340.00| 60.00000 2160.00| 95.00000 3420.00 DRAIN EXTENSION | | | 0024 619-05926 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| 90000.00000 90000.00 ENVIRONMENTAL CONTROL | | | 0025 619-95457 LUMP | 256000.00000 256000.00| 227000.00000 227000.00| 90000.00000 90000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0026 621-01004 1.000 EACH | 250.00000 250.00| 275.00000 275.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 200.000 SYS | 3.52000 704.00| 4.00000 800.00| 6.00000 1200.00 MULCHED SEEDING, R | | | 0028 702-51005 8.000 CYS | 500.00000 4000.00| 850.00000 6800.00| 1200.00000 9600.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51110 6912.000 LBS | 3.30000 22809.60| 4.00000 27648.00| 5.00000 34560.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0030 702-51863 2592.000 EACH | 7.00000 18144.00| 7.00000 18144.00| 11.00000 28512.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1618530 |( 3 ) 35-1386990 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 703-51032 21354.000 LBS | 0.70000 14947.80| 1.10000 23489.40| 0.95000 20286.30 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 37.000 EACH | 30.00000 1110.00| 30.00000 1110.00| 35.00000 1295.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 17.000 CYS | 500.00000 8500.00| 1000.00000 17000.00| 1500.00000 25500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-06341 1771.000 LFT | 52.00000 92092.00| 55.00000 97405.00| 80.00000 141680.00 RAILING, PF-2 | | | 0035 706-06352 4.000 EACH | 1750.00000 7000.00| 1400.00000 5600.00| 3500.00000 14000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0036 706-51020 70.000 CYS | 360.00000 25200.00| 500.00000 35000.00| 550.00000 38500.00 CONCRETE, C, RAILING | | | 0037 709-51821 LUMP | 5850.00000 5850.00| 4250.00000 4250.00| 7500.00000 7500.00 SURFACE SEAL | | | 0038 711-01373 100.000 EACH | 39.00000 3900.00| 45.00000 4500.00| 25.00000 2500.00 BOLT , REPLACE | | | 0039 711-01772 600.000 EACH | 188.00000 112800.00| 240.00000 144000.00| 200.00000 120000.00 RETROFIT, 1 | | | 0040 711-04702 3924.000 IN | 2.00000 7848.00| 6.00000 23544.00| 5.00000 19620.00 PEEN WELD | | | 0041 711-51035 460.000 LBS | 41.00000 18860.00| 14.00000 6440.00| 9.00000 4140.00 STRUCTURAL STEEL | | | 0042 711-51114 16.000 EACH | 30.00000 480.00| 30.00000 480.00| 85.00000 1360.00 ANCHOR BOLT, AR22 , MODIFIED | | | 0043 713-51820 LUMP | 2700.00000 2700.00| 8000.00000 8000.00| 16000.00000 16000.00 TEMPORARY SUPPORT | | | 0044 722-51401 100.000 SFT | 15.00000 1500.00| 55.00000 5500.00| 25.00000 2500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 2461.000 SYS | 24.40000 60048.40| 42.00000 103362.00| 50.00000 123050.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 87.000 CYS | 330.00000 28710.00| 330.00000 28710.00| 330.00000 28710.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 3800.000 SFT | 15.00000 57000.00| 7.00000 26600.00| 5.00000 19000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 2086.000 SYS | 3.00000 6258.00| 2.00000 4172.00| 4.00000 8344.00 SURFACE MILLING | | | 0049 724-51927 27.000 LFT | 920.00000 24840.00| 1100.00000 29700.00| 1100.00000 29700.00 STRUCTURAL EXPANSION JOINT, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1618530 |( 3 ) 35-1386990 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 726-93803 LUMP | 6400.00000 6400.00| 8000.00000 8000.00| 25000.00000 25000.00 BEARING ASSEMBLIES, RESET | | | 0051 801-04308 4.000 EACH | 248.00000 992.00| 260.00000 1040.00| 375.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 10.000 EACH | 65.00000 650.00| 70.00000 700.00| 115.00000 1150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 10.000 EACH | 135.00000 1350.00| 140.00000 1400.00| 120.00000 1200.00 CONSTRUCTION SIGN, A | | | 0054 801-07118 96.000 LFT | 8.00000 768.00| 8.00000 768.00| 15.00000 1440.00 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 12.00000 576.00| 12.00000 576.00| 20.00000 960.00 BARRICADE, III-B | | | SECTION TOTALS | $ 1,106,717.45| $ 1,182,784.10| $ 1,206,205.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,106,717.45| $ 1,182,784.10| $ 1,206,205.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1057237 |BEATY CONSTRUCTION, INC. |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4100.00000 4100.00| 5021.00000 5021.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 3450.00000 10350.00| 2600.00000 7800.00| 2800.00000 8400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 64700.00000 64700.00| 66912.87000 66912.87| 69000.00000 69000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 122.000 SYS | 23.00000 2806.00| 41.00000 5002.00| 18.00000 2196.00 PAVEMENT REMOVAL | | | 0007 202-02241 2635.000 LFT | 2.10000 5533.50| 3.00000 7905.00| 1.95000 5138.25 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 202056.75000 202056.75| 240705.53000 240705.53| 340000.00000 340000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 2086.000 SYS | 1.90000 3963.40| 3.00000 6258.00| 5.00000 10430.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-96151 LUMP | 2400.00000 2400.00| 780.00000 780.00| 1200.00000 1200.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-02070 250.000 CYS | 21.00000 5250.00| 19.00000 4750.00| 10.00000 2500.00 BORROW | | | 0012 203-90014 27.000 STA | 262.00000 7074.00| 220.00000 5940.00| 400.00000 10800.00 LINEAR GRADING | | | 0013 302-07455 20.000 CYS | 36.00000 720.00| 71.00000 1420.00| 35.00000 700.00 DENSE GRADED SUBBASE | | | 0014 306-08043 267.000 SYS | 10.00000 2670.00| 12.00000 3204.00| 8.00000 2136.00 MILLING, TRANSITION | | | 0015 406-05521 391.000 SYS | 0.20000 78.20| 0.75000 293.25| 0.20000 78.20 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH | 1745.00000 6980.00| 1400.00000 5600.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH | 760.00000 3040.00| 800.00000 3200.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 2475.000 LFT | 14.00000 34650.00| 12.00000 29700.00| 13.00000 32175.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 609-06257 124.000 SYS | 80.00000 9920.00| 65.00000 8060.00| 74.00000 9176.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1057237 |BEATY CONSTRUCTION, INC. |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 610-07486 46.000 TON | 100.00000 4600.00| 110.00000 5060.00| 92.00000 4232.00 HMA FOR APPROACHES, TYPE A | | | 0021 616-02320 555.000 SYS | 1.80000 999.00| 3.00000 1665.00| 3.00000 1665.00 GEOTEXTILES | | | 0022 616-06405 381.000 TON | 30.00000 11430.00| 31.00000 11811.00| 24.00000 9144.00 RIPRAP, REVETMENT | | | 0023 619-04414 36.000 EACH | 165.00000 5940.00| 195.00000 7020.00| 70.00000 2520.00 DRAIN EXTENSION | | | 0024 619-05926 LUMP | 1100.00000 1100.00| 10000.00000 10000.00| 10000.00000 10000.00 ENVIRONMENTAL CONTROL | | | 0025 619-95457 LUMP | 271000.00000 271000.00| 265000.00000 265000.00| 235000.00000 235000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0026 621-01004 1.000 EACH | 545.00000 545.00| 250.00000 250.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 200.000 SYS | 1.00000 200.00| 3.52000 704.00| 3.52000 704.00 MULCHED SEEDING, R | | | 0028 702-51005 8.000 CYS | 1030.00000 8240.00| 675.00000 5400.00| 1200.00000 9600.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51110 6912.000 LBS | 3.00000 20736.00| 2.45000 16934.40| 6.00000 41472.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0030 702-51863 2592.000 EACH | 11.00000 28512.00| 5.50000 14256.00| 9.00000 23328.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51032 21354.000 LBS | 0.90000 19218.60| 1.20000 25624.80| 0.95000 20286.30 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 37.000 EACH | 34.00000 1258.00| 28.50000 1054.50| 20.00000 740.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 17.000 CYS | 1645.00000 27965.00| 2900.00000 49300.00| 1400.00000 23800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-06341 1771.000 LFT | 64.00000 113344.00| 52.00000 92092.00| 57.25000 101389.75 RAILING, PF-2 | | | 0035 706-06352 4.000 EACH | 3250.00000 13000.00| 1770.00000 7080.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0036 706-51020 70.000 CYS | 597.00000 41790.00| 805.00000 56350.00| 400.00000 28000.00 CONCRETE, C, RAILING | | | 0037 709-51821 LUMP | 5400.00000 5400.00| 3184.40000 3184.40| 5500.00000 5500.00 SURFACE SEAL | | | 0038 711-01373 100.000 EACH | 51.00000 5100.00| 38.91000 3891.00| 25.00000 2500.00 BOLT , REPLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 600 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,061,538.71 ROUTE : CALL ORDER : 600 CONTRACT ID : B -27808-A COUNTIES : WABASH LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1057237 |BEATY CONSTRUCTION, INC. |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 711-01772 600.000 EACH | 195.00000 117000.00| 241.00000 144600.00| 200.00000 120000.00 RETROFIT, 1 | | | 0040 711-04702 3924.000 IN | 8.20000 32176.80| 6.65000 26094.60| 10.00000 39240.00 PEEN WELD | | | 0041 711-51035 460.000 LBS | 13.85000 6371.00| 9.00000 4140.00| 10.00000 4600.00 STRUCTURAL STEEL | | | 0042 711-51114 16.000 EACH | 245.00000 3920.00| 84.00000 1344.00| 100.00000 1600.00 ANCHOR BOLT, AR22 , MODIFIED | | | 0043 713-51820 LUMP | 2625.00000 2625.00| 2413.00000 2413.00| 4000.00000 4000.00 TEMPORARY SUPPORT | | | 0044 722-51401 100.000 SFT | 40.00000 4000.00| 10.00000 1000.00| 15.00000 1500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 2461.000 SYS | 31.75000 78136.75| 35.50000 87365.50| 27.00000 66447.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 87.000 CYS | 330.00000 28710.00| 330.00000 28710.00| 330.00000 28710.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 3800.000 SFT | 8.00000 30400.00| 6.00000 22800.00| 5.00000 19000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 2086.000 SYS | 2.00000 4172.00| 4.00000 8344.00| 5.00000 10430.00 SURFACE MILLING | | | 0049 724-51927 27.000 LFT | 1000.00000 27000.00| 818.00000 22086.00| 1000.00000 27000.00 STRUCTURAL EXPANSION JOINT, M | | | 0050 726-93803 LUMP | 8320.00000 8320.00| 5820.00000 5820.00| 12000.00000 12000.00 BEARING ASSEMBLIES, RESET | | | 0051 801-04308 4.000 EACH | 325.00000 1300.00| 248.00000 992.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 10.000 EACH | 81.00000 810.00| 65.00000 650.00| 75.00000 750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 10.000 EACH | 91.00000 910.00| 135.00000 1350.00| 84.00000 840.00 CONSTRUCTION SIGN, A | | | 0054 801-07118 96.000 LFT | 13.00000 1248.00| 8.00000 768.00| 12.00000 1152.00 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 16.00000 768.00| 11.45000 549.60| 15.00000 720.00 BARRICADE, III-B | | | SECTION TOTALS | $ 1,294,539.00| $ 1,338,257.45| $ 1,382,201.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,294,539.00| $ 1,338,257.45| $ 1,382,201.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 443,655.08 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 465,217.56 104.8602% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 499,999.99 112.7002% 4 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 505,200.00 113.8722% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 512,881.84 115.6037% 6 35-1523985 WIRTZ & YATES, INC. $ 556,531.50 125.4424% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 566,978.65 127.7972% 8 36-0872360 CARLSON, ALBIN & COMPANY $ 571,278.12 128.7663% 9 35-1035114 SUPERIOR CONSTRUCTION CO $ 609,972.29 137.4880% ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1106884 |( 3 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3850.00000 3850.00| 733.33000 733.33 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2400.00000 14400.00| 2025.00000 12150.00| 1970.58000 11823.48 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 22000.00000 22000.00| 22500.00000 22500.00| 24721.00000 24721.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-90788 LUMP | 900.00000 900.00| 2322.00000 2322.00| 491.54000 491.54 DEBRIS, REMOVE | | | 0007 202-02240 148.000 SYS | 12.00000 1776.00| 19.00000 2812.00| 13.78000 2039.44 PAVEMENT REMOVAL | | | 0008 202-02241 456.000 LFT | 4.20000 1915.20| 4.20000 1915.20| 4.20000 1915.20 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 40000.00000 40000.00| 67000.00000 67000.00| 93920.79000 93920.79 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 50.000 CYS | 10.00000 500.00| 33.00000 1650.00| 19.25000 962.50 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1106884 |( 3 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 211-06467 32.000 CYS | 34.00000 1088.00| 43.00000 1376.00| 26.43000 845.76 AGGREGATE FOR END BENT BACKFILL | | | 0012 213-08058 5.000 CYS | 100.00000 500.00| 133.00000 665.00| 175.98000 879.90 FLOWABLE BACKFILL | | | 0013 213-08068 2.000 EACH | 175.00000 350.00| 25.00000 50.00| 121.34000 242.68 DRILLED HOLE FOR FLOWABLE BACKFILL | | | 0014 302-07455 57.000 CYS | 34.00000 1938.00| 41.60000 2371.20| 34.53000 1968.21 DENSE GRADED SUBBASE | | | 0015 306-08043 450.000 SYS | 5.19000 2335.50| 4.10000 1845.00| 3.27000 1471.50 MILLING, TRANSITION | | | 0016 406-05521 1067.000 SYS | 1.00000 1067.00| 1.00000 1067.00| 1.00000 1067.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 1700.00000 6800.00| 1700.00000 6800.00| 1700.00000 6800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 3.000 EACH | 2125.00000 6375.00| 2125.00000 6375.00| 2125.00000 6375.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 556.250 LFT | 14.15000 7870.94| 14.15000 7870.94| 14.15000 7870.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 601-99132 1.000 EACH | 60.00000 60.00| 60.00000 60.00| 60.00000 60.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0021 605-05523 472.000 LFT | 9.00000 4248.00| 9.00000 4248.00| 9.00000 4248.00 CURB, HMA | | | 0022 607-90826 4.000 EACH | 775.00000 3100.00| 1960.00000 7840.00| 1223.79000 4895.16 GUTTER TURNOUT, CONCRETE | | | 0023 609-06259 340.000 SYS | 55.00000 18700.00| 53.85000 18309.00| 70.13000 23844.20 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0024 610-07487 88.000 TON | 90.00000 7920.00| 90.00000 7920.00| 90.00000 7920.00 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 187.000 SYS | 2.00000 374.00| 2.50000 467.50| 4.21000 787.27 GEOTEXTILES | | | 0026 616-06405 71.000 TON | 30.00000 2130.00| 38.75000 2751.25| 54.35000 3858.85 RIPRAP, REVETMENT | | | 0027 616-51367 5.000 SYS | 100.00000 500.00| 117.00000 585.00| 190.41000 952.05 SLOPEWALL, CONCRETE, 4 IN. | | | 0028 619-04414 4.000 EACH | 300.00000 1200.00| 225.00000 900.00| 660.94000 2643.76 DRAIN EXTENSION | | | 0029 619-05926 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1106884 |( 3 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 619-95457 LUMP | 19000.00000 19000.00| 19000.00000 19000.00| 19000.00000 19000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0031 619-98427 2.000 EACH | 1250.00000 2500.00| 375.00000 750.00| 1079.77000 2159.54 CLEAN DRAINS | | | 0032 702-51110 480.000 LBS | 4.50000 2160.00| 5.50000 2640.00| 6.93000 3326.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 96.000 EACH | 8.50000 816.00| 6.50000 624.00| 8.24000 791.04 FIELD DRILLED HOLE IN CONCRETE | | | 0034 702-92857 18.000 CYS | 645.00000 11610.00| 775.00000 13950.00| 899.81000 16196.58 CONCRETE, C, SUBSTRUCTURE | | | 0035 703-51030 1152.000 LBS | 1.00000 1152.00| 0.86000 990.72| 0.99000 1140.48 REINFORCING STEEL | | | 0036 703-51032 26873.000 LBS | 1.10000 29560.30| 0.90000 24185.70| 1.01000 27141.73 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 57.000 CYS | 500.00000 28500.00| 775.00000 44175.00| 792.97000 45199.29 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH | 1700.00000 6800.00| 1231.00000 4924.00| 1362.69000 5450.76 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0039 706-51020 13.000 CYS | 585.00000 7605.00| 450.00000 5850.00| 543.78000 7069.14 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 2100.00000 2100.00| 2100.00000 2100.00| 2347.00000 2347.00 SURFACE SEAL | | | 0041 711-51038 LUMP | 20000.00000 20000.00| 10500.00000 10500.00| 12150.00000 12150.00 STRUCTURAL STEEL | | | 0042 711-93035 LUMP | 10000.00000 10000.00| 3280.00000 3280.00| 2700.00000 2700.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0043 722-51401 1068.000 SFT | 25.00000 26700.00| 36.50000 38982.00| 25.77000 27522.36 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1343.000 SYS | 46.00000 61778.00| 41.85000 56204.55| 49.50000 66478.50 BRIDGE DECK OVERLAY | | | 0045 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 1602.000 SFT | 15.00000 24030.00| 11.65000 18663.30| 8.33000 13344.66 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1187.000 SYS | 4.75000 5638.25| 4.10000 4866.70| 2.69000 3193.03 SURFACE MILLING | | | 0048 724-03276 219.000 LFT | 72.00000 15768.00| 49.30000 10796.70| 89.16000 19526.04 EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1106884 |( 3 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 801-04308 5.000 EACH | 225.00000 1125.00| 140.00000 700.00| 179.00000 895.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 14.000 EACH | 79.00000 1106.00| 70.00000 980.00| 58.00000 812.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH | 92.00000 736.00| 100.00000 800.00| 78.00000 624.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 3200.00000 3200.00| 5220.00000 5220.00| 254.33000 254.33 MAINTAINING TRAFFIC | | | 0053 801-07118 48.000 LFT | 18.00000 864.00| 9.90000 475.20| 7.35000 352.80 BARRICADE, III-A | | | 0054 801-07119 48.000 LFT | 19.00000 912.00| 9.90000 475.20| 7.95000 381.60 BARRICADE, III-B | | | 0055 802-91122 2.000 EACH | 200.00000 400.00| 59.50000 119.00| 20.00000 40.00 SIGN, GROUND MOUNTED, RESET | | | 0056 808-06713 914.000 LFT | 0.29000 265.06| 0.30000 274.20| 0.45000 411.30 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 914.000 LFT | 0.29000 265.06| 0.30000 274.20| 0.45000 411.30 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75994 3.000 EACH | 18.00000 54.00| 45.00000 135.00| 48.00000 144.00 PRISMATIC REFLECTOR | | | 0059 808-75996 3.000 EACH | 8.59000 25.77| 20.00000 60.00| 163.85000 491.55 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 3.000 EACH | 105.00000 315.00| 300.00000 900.00| 162.00000 486.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 443,655.08| $ 465,217.56| $ 499,999.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 443,655.08| $ 465,217.56| $ 499,999.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 6850.00000 6850.00| 2500.00000 2500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2200.00000 13200.00| 1800.00000 10800.00| 2200.00000 13200.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 79173.58000 79173.58| 25600.00000 25600.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-90788 LUMP | 5900.00000 5900.00| 1000.00000 1000.00| 4500.00000 4500.00 DEBRIS, REMOVE | | | 0007 202-02240 148.000 SYS | 39.75000 5883.00| 22.00000 3256.00| 25.00000 3700.00 PAVEMENT REMOVAL | | | 0008 202-02241 456.000 LFT | 4.00000 1824.00| 4.20000 1915.20| 5.00000 2280.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 33800.00000 33800.00| 130784.50000 130784.50| 66020.00000 66020.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 50.000 CYS | 46.00000 2300.00| 60.00000 3000.00| 20.00000 1000.00 EXCAVATION, COMMON | | | 0011 211-06467 32.000 CYS | 65.60000 2099.20| 45.00000 1440.00| 24.00000 768.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 213-08058 5.000 CYS | 220.00000 1100.00| 150.00000 750.00| 200.00000 1000.00 FLOWABLE BACKFILL | | | 0013 213-08068 2.000 EACH | 35.00000 70.00| 35.00000 70.00| 200.00000 400.00 DRILLED HOLE FOR FLOWABLE BACKFILL | | | 0014 302-07455 57.000 CYS | 30.50000 1738.50| 60.00000 3420.00| 22.00000 1254.00 DENSE GRADED SUBBASE | | | 0015 306-08043 450.000 SYS | 2.25000 1012.50| 6.00000 2700.00| 8.00000 3600.00 MILLING, TRANSITION | | | 0016 406-05521 1067.000 SYS | 1.20000 1280.40| 0.20000 213.40| 1.20000 1280.40 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 1300.00000 5200.00| 1700.00000 6800.00| 1904.00000 7616.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 3.000 EACH | 2200.00000 6600.00| 2125.00000 6375.00| 2380.00000 7140.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 556.250 LFT | 15.00000 8343.75| 14.15000 7870.94| 16.25000 9039.06 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-99132 1.000 EACH | 100.00000 100.00| 60.00000 60.00| 150.00000 150.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0021 605-05523 472.000 LFT | 9.50000 4484.00| 14.00000 6608.00| 12.00000 5664.00 CURB, HMA | | | 0022 607-90826 4.000 EACH | 1575.00000 6300.00| 2400.00000 9600.00| 1700.00000 6800.00 GUTTER TURNOUT, CONCRETE | | | 0023 609-06259 340.000 SYS | 60.00000 20400.00| 55.00000 18700.00| 55.00000 18700.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0024 610-07487 88.000 TON | 100.00000 8800.00| 130.00000 11440.00| 110.00000 9680.00 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 187.000 SYS | 2.50000 467.50| 3.50000 654.50| 4.00000 748.00 GEOTEXTILES | | | 0026 616-06405 71.000 TON | 51.00000 3621.00| 60.00000 4260.00| 26.00000 1846.00 RIPRAP, REVETMENT | | | 0027 616-51367 5.000 SYS | 42.00000 210.00| 160.00000 800.00| 200.00000 1000.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0028 619-04414 4.000 EACH | 800.00000 3200.00| 250.00000 1000.00| 700.00000 2800.00 DRAIN EXTENSION | | | 0029 619-05926 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL | | | 0030 619-95457 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| 28600.00000 28600.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0031 619-98427 2.000 EACH | 200.00000 400.00| 1000.00000 2000.00| 300.00000 600.00 CLEAN DRAINS | | | 0032 702-51110 480.000 LBS | 4.90000 2352.00| 4.50000 2160.00| 3.50000 1680.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 96.000 EACH | 6.00000 576.00| 12.00000 1152.00| 7.00000 672.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 702-92857 18.000 CYS | 435.00000 7830.00| 750.00000 13500.00| 1000.00000 18000.00 CONCRETE, C, SUBSTRUCTURE | | | 0035 703-51030 1152.000 LBS | 1.27000 1463.04| 1.00000 1152.00| 1.40000 1612.80 REINFORCING STEEL | | | 0036 703-51032 26873.000 LBS | 0.97000 26066.81| 1.00000 26873.00| 1.40000 37622.20 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 57.000 CYS | 638.00000 36366.00| 700.00000 39900.00| 800.00000 45600.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH | 1100.00000 4400.00| 1500.00000 6000.00| 1650.00000 6600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 706-51020 13.000 CYS | 520.00000 6760.00| 500.00000 6500.00| 600.00000 7800.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 2000.00000 2000.00| 2100.00000 2100.00| 4000.00000 4000.00 SURFACE SEAL | | | 0041 711-51038 LUMP | 26100.00000 26100.00| 16500.00000 16500.00| 40000.00000 40000.00 STRUCTURAL STEEL | | | 0042 711-93035 LUMP | 11400.00000 11400.00| 500.00000 500.00| 25000.00000 25000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0043 722-51401 1068.000 SFT | 10.00000 10680.00| 5.00000 5340.00| 5.00000 5340.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1343.000 SYS | 66.95000 89913.85| 40.00000 53720.00| 45.00000 60435.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 1602.000 SFT | 5.00000 8010.00| 15.00000 24030.00| 7.50000 12015.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1187.000 SYS | 2.25000 2670.75| 4.50000 5341.50| 6.00000 7122.00 SURFACE MILLING | | | 0048 724-03276 219.000 LFT | 70.00000 15330.00| 60.00000 13140.00| 110.00000 24090.00 EXPANSION JOINT SEALING SYSTEM | | | 0049 801-04308 5.000 EACH | 225.00000 1125.00| 140.00000 700.00| 400.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 14.000 EACH | 79.00000 1106.00| 70.00000 980.00| 100.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH | 92.00000 736.00| 100.00000 800.00| 120.00000 960.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 4200.00000 4200.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0053 801-07118 48.000 LFT | 18.00000 864.00| 9.90000 475.20| 24.00000 1152.00 BARRICADE, III-A | | | 0054 801-07119 48.000 LFT | 19.00000 912.00| 9.90000 475.20| 25.00000 1200.00 BARRICADE, III-B | | | 0055 802-91122 2.000 EACH | 200.00000 400.00| 100.00000 200.00| 200.00000 400.00 SIGN, GROUND MOUNTED, RESET | | | 0056 808-06713 914.000 LFT | 0.29000 265.06| 0.30000 274.20| 0.68000 621.52 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 914.000 LFT | 0.29000 265.06| 0.30000 274.20| 0.68000 621.52 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75994 3.000 EACH | 18.00000 54.00| 50.00000 150.00| 30.00000 90.00 PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 808-75996 3.000 EACH | 20.00000 60.00| 10.00000 30.00| 30.00000 90.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 3.000 EACH | 105.00000 315.00| 125.00000 375.00| 300.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 505,200.00| $ 512,881.84| $ 556,531.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 505,200.00| $ 512,881.84| $ 556,531.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 36-0872360 |( 9 ) 35-1035114 |AMERICAN CONTRACTING & SERVI |CARLSON, ALBIN & COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 14000.00000 14000.00| 5000.00000 5000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1500.00000 9000.00| 1490.00000 8940.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 28000.00000 28000.00| 45000.00000 45000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-90788 LUMP | 4000.00000 4000.00| 1500.00000 1500.00| 1200.00000 1200.00 DEBRIS, REMOVE | | | 0007 202-02240 148.000 SYS | 20.00000 2960.00| 25.00000 3700.00| 13.00000 1924.00 PAVEMENT REMOVAL | | | 0008 202-02241 456.000 LFT | 3.50000 1596.00| 4.50000 2052.00| 4.20000 1915.20 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 90000.00000 90000.00| 30000.00000 30000.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 50.000 CYS | 25.00000 1250.00| 30.00000 1500.00| 20.00000 1000.00 EXCAVATION, COMMON | | | 0011 211-06467 32.000 CYS | 50.00000 1600.00| 45.00000 1440.00| 40.00000 1280.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 213-08058 5.000 CYS | 200.00000 1000.00| 600.00000 3000.00| 155.00000 775.00 FLOWABLE BACKFILL | | | 0013 213-08068 2.000 EACH | 50.00000 100.00| 250.00000 500.00| 500.00000 1000.00 DRILLED HOLE FOR FLOWABLE BACKFILL | | | 0014 302-07455 57.000 CYS | 50.00000 2850.00| 50.00000 2850.00| 40.00000 2280.00 DENSE GRADED SUBBASE | | | 0015 306-08043 450.000 SYS | 4.00000 1800.00| 11.00000 4950.00| 2.80000 1260.00 MILLING, TRANSITION | | | 0016 406-05521 1067.000 SYS | 0.20000 213.40| 0.75000 800.25| 1.00000 1067.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 1465.00000 5860.00| 1750.00000 7000.00| 1700.00000 6800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 3.000 EACH | 2295.00000 6885.00| 2150.00000 6450.00| 2125.00000 6375.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 556.250 LFT | 13.00000 7231.25| 15.00000 8343.75| 14.20000 7898.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 36-0872360 |( 9 ) 35-1035114 |AMERICAN CONTRACTING & SERVI |CARLSON, ALBIN & COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-99132 1.000 EACH | 125.00000 125.00| 65.00000 65.00| 60.00000 60.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0021 605-05523 472.000 LFT | 14.00000 6608.00| 10.50000 4956.00| 9.00000 4248.00 CURB, HMA | | | 0022 607-90826 4.000 EACH | 1200.00000 4800.00| 600.00000 2400.00| 250.00000 1000.00 GUTTER TURNOUT, CONCRETE | | | 0023 609-06259 340.000 SYS | 80.00000 27200.00| 125.00000 42500.00| 90.00000 30600.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0024 610-07487 88.000 TON | 150.00000 13200.00| 105.00000 9240.00| 90.00000 7920.00 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 187.000 SYS | 4.00000 748.00| 3.00000 561.00| 4.00000 748.00 GEOTEXTILES | | | 0026 616-06405 71.000 TON | 35.00000 2485.00| 150.00000 10650.00| 25.00000 1775.00 RIPRAP, REVETMENT | | | 0027 616-51367 5.000 SYS | 300.00000 1500.00| 300.00000 1500.00| 100.00000 500.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0028 619-04414 4.000 EACH | 500.00000 2000.00| 600.00000 2400.00| 150.00000 600.00 DRAIN EXTENSION | | | 0029 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | 0030 619-95457 LUMP | 12000.00000 12000.00| 16000.00000 16000.00| 14000.00000 14000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0031 619-98427 2.000 EACH | 500.00000 1000.00| 50.00000 100.00| 1500.00000 3000.00 CLEAN DRAINS | | | 0032 702-51110 480.000 LBS | 7.50000 3600.00| 4.00000 1920.00| 10.00000 4800.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 96.000 EACH | 10.00000 960.00| 12.50000 1200.00| 10.00000 960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 702-92857 18.000 CYS | 1000.00000 18000.00| 1000.00000 18000.00| 1000.00000 18000.00 CONCRETE, C, SUBSTRUCTURE | | | 0035 703-51030 1152.000 LBS | 1.20000 1382.40| 1.00000 1152.00| 1.00000 1152.00 REINFORCING STEEL | | | 0036 703-51032 26873.000 LBS | 1.20000 32247.60| 1.00000 26873.00| 0.98000 26335.54 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 57.000 CYS | 1000.00000 57000.00| 600.00000 34200.00| 570.00000 32490.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH | 1350.00000 5400.00| 1500.00000 6000.00| 2825.00000 11300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 36-0872360 |( 9 ) 35-1035114 |AMERICAN CONTRACTING & SERVI |CARLSON, ALBIN & COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 706-51020 13.000 CYS | 450.00000 5850.00| 600.00000 7800.00| 725.00000 9425.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0041 711-51038 LUMP | 40000.00000 40000.00| 25000.00000 25000.00| 60000.00000 60000.00 STRUCTURAL STEEL | | | 0042 711-93035 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| 40000.00000 40000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0043 722-51401 1068.000 SFT | 20.00000 21360.00| 35.00000 37380.00| 20.00000 21360.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1343.000 SYS | 40.00000 53720.00| 55.00000 73865.00| 45.00000 60435.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 1602.000 SFT | 5.00000 8010.00| 30.00000 48060.00| 10.00000 16020.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1187.000 SYS | 4.00000 4748.00| 8.00000 9496.00| 3.00000 3561.00 SURFACE MILLING | | | 0048 724-03276 219.000 LFT | 65.00000 14235.00| 100.00000 21900.00| 72.00000 15768.00 EXPANSION JOINT SEALING SYSTEM | | | 0049 801-04308 5.000 EACH | 180.00000 900.00| 225.00000 1125.00| 140.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 14.000 EACH | 60.00000 840.00| 79.00000 1106.00| 70.00000 980.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH | 80.00000 640.00| 92.00000 736.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 13500.00000 13500.00| 1350.00000 1350.00| 15600.00000 15600.00 MAINTAINING TRAFFIC | | | 0053 801-07118 48.000 LFT | 7.50000 360.00| 18.00000 864.00| 9.90000 475.20 BARRICADE, III-A | | | 0054 801-07119 48.000 LFT | 8.00000 384.00| 19.00000 912.00| 9.90000 475.20 BARRICADE, III-B | | | 0055 802-91122 2.000 EACH | 60.00000 120.00| 150.00000 300.00| 500.00000 1000.00 SIGN, GROUND MOUNTED, RESET | | | 0056 808-06713 914.000 LFT | 0.50000 457.00| 0.29000 265.06| 0.30000 274.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 914.000 LFT | 0.50000 457.00| 0.29000 265.06| 0.30000 274.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75994 3.000 EACH | 48.00000 144.00| 18.00000 54.00| 1.00000 3.00 PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 610 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,721.96 ROUTE : SR 49 CALL ORDER : 610 CONTRACT ID : B -27826-A COUNTIES : PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 36-0872360 |( 9 ) 35-1035114 |AMERICAN CONTRACTING & SERVI |CARLSON, ALBIN & COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 808-75996 3.000 EACH | 35.00000 105.00| 20.00000 60.00| 32.00000 96.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 3.000 EACH | 175.00000 525.00| 105.00000 315.00| 300.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 566,978.65| $ 571,278.12| $ 609,972.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 566,978.65| $ 571,278.12| $ 609,972.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 947,333.81 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 972,672.35 102.6747% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 991,261.31 104.6370% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,011,087.89 106.7298% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,021,075.00 107.7841% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,043,294.99 110.1296% 7 35-1609544 SCHUTT-LOOKABILL CO $ 1,073,948.64 113.3654% 8 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,320,901.25 139.4336% ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 8500.00000 8500.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1250.00000 11250.00| 1100.00000 9900.00| 1350.00000 12150.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 45000.00000 45000.00| 47500.00000 47500.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02189 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 210.00000 420.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0007 202-02240 119.000 SYS | 10.00000 1190.00| 17.50000 2082.50| 19.00000 2261.00 PAVEMENT REMOVAL | | | 0008 202-02241 1717.000 LFT | 2.00000 3434.00| 2.25000 3863.25| 2.00000 3434.00 GUARDRAIL, REMOVE | | | 0009 202-02277 2015.000 LFT | 4.00000 8060.00| 2.75000 5541.25| 3.50000 7052.50 GUTTER, LIP, REMOVE | | | 0010 202-51328 LUMP | 110000.00000 110000.00| 155000.00000 155000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-91385 5.000 EACH | 400.00000 2000.00| 200.00000 1000.00| 250.00000 1250.00 INLET, REMOVE | | | 0012 202-91840 185.000 LFT | 6.00000 1110.00| 6.25000 1156.25| 3.50000 647.50 FENCE, CHAIN LINK, REMOVE | | | 0013 203-02000 615.000 CYS | 14.00000 8610.00| 15.00000 9225.00| 11.75000 7226.25 EXCAVATION, COMMON | | | 0014 205-06937 2012.000 LFT | 1.40000 2816.80| 2.25000 4527.00| 1.35000 2716.20 TEMPORARY SILT FENCE | | | 0015 206-51230 86.000 CYS | 25.00000 2150.00| 35.00000 3010.00| 27.00000 2322.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 208-51500 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 3000.00000 3000.00 RESHAPE SPILL SLOPES | | | 0017 211-06467 31.000 CYS | 70.00000 2170.00| 35.00000 1085.00| 50.00000 1550.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 5.000 CYS | 120.00000 600.00| 100.00000 500.00| 125.00000 625.00 FLOWABLE MORTAR | | | 0019 301-07448 388.000 TON | 26.00000 10088.00| 20.00000 7760.00| 17.00000 6596.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 26.000 CYS | 60.00000 1560.00| 35.00000 910.00| 55.00000 1430.00 DENSE GRADED SUBBASE | | | 0021 306-08033 4240.000 SYS | 1.60000 6784.00| 2.00000 8480.00| 2.10000 8904.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 400.000 SYS | 1.80000 720.00| 2.00000 800.00| 3.75000 1500.00 MILLING, TRANSITION | | | 0023 402-07432 96.000 TON | 44.00000 4224.00| 53.00000 5088.00| 43.00000 4128.00 HMA SURFACE, TYPE A | | | 0024 402-07433 266.000 TON | 44.00000 11704.00| 53.00000 14098.00| 43.00000 11438.00 HMA SURFACE, TYPE B | | | 0025 402-07435 287.000 TON | 39.00000 11193.00| 48.00000 13776.00| 38.00000 10906.00 HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1160.000 SYS | 0.35000 406.00| 0.05000 58.00| 0.35000 406.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.300 TON | 100.00000 130.00| 150.00000 195.00| 100.00000 130.00 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 1400.00000 5600.00| 1550.00000 6200.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02103 100.000 LFT | 16.00000 1600.00| 17.50000 1750.00| 16.90000 1690.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-07023 4.000 EACH | 3500.00000 14000.00| 4250.00000 17000.00| 4125.00000 16500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH | 3900.00000 15600.00| 4700.00000 18800.00| 4625.00000 18500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0032 601-94689 4.000 EACH | 2300.00000 9200.00| 2200.00000 8800.00| 2015.00000 8060.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 1475.000 LFT | 12.00000 17700.00| 13.00000 19175.00| 13.25000 19543.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06639 780.000 LFT | 16.00000 12480.00| 18.00000 14040.00| 23.00000 17940.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 360.000 LFT | 15.00000 5400.00| 16.00000 5760.00| 21.00000 7560.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 16.000 EACH | 8.00000 128.00| 8.00000 128.00| 7.00000 112.00 BARRIER DELINEATOR | | | 0037 603-06045 185.000 LFT | 21.20000 3922.00| 22.50000 4162.50| 11.00000 2035.00 FENCE, CHAIN LINK, 48 IN. | | | 0038 609-06259 160.000 SYS | 60.00000 9600.00| 67.50000 10800.00| 55.00000 8800.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0039 616-02320 326.000 SYS | 4.00000 1304.00| 3.00000 978.00| 2.50000 815.00 GEOTEXTILES | | | 0040 616-06405 188.000 TON | 25.00000 4700.00| 25.00000 4700.00| 32.00000 6016.00 RIPRAP, REVETMENT | | | 0041 616-06455 432.000 SYS | 45.00000 19440.00| 35.00000 15120.00| 50.00000 21600.00 SLOPEWALL | | | 0042 621-01004 2.000 EACH | 675.00000 1350.00| 625.00000 1250.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02363 1626.000 SYS | 0.45000 731.70| 0.75000 1219.50| 0.45000 731.70 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0044 621-02770 1161.000 SYS | 1.35000 1567.35| 2.00000 2322.00| 1.35000 1567.35 EROSION CONTROL BLANKET | | | 0045 621-06559 1626.000 SYS | 0.55000 894.30| 0.85000 1382.10| 0.55000 894.30 MULCHED SEEDING, R | | | 0046 621-06574 289.000 SYS | 3.10000 895.90| 12.00000 3468.00| 3.10000 895.90 SODDING | | | 0047 701-96089 515.000 LFT | 40.00000 20600.00| 45.00000 23175.00| 52.00000 26780.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 702-51005 75.000 CYS | 700.00000 52500.00| 450.00000 33750.00| 880.00000 66000.00 CONCRETE, A, SUBSTRUCTURE | | | 0049 703-51030 11567.000 LBS | 0.90000 10410.30| 0.80000 9253.60| 0.80000 9253.60 REINFORCING STEEL | | | 0050 703-51032 92922.000 LBS | 1.00000 92922.00| 0.85000 78983.70| 0.90000 83629.80 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 312.000 CYS | 500.00000 156000.00| 435.00000 135720.00| 465.00000 145080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-06349 516.000 LFT | 58.00000 29928.00| 92.00000 47472.00| 75.00000 38700.00 RAILING, TX | | | 0053 706-06372 4.000 EACH | 1500.00000 6000.00| 1850.00000 7400.00| 1850.00000 7400.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0054 707-05983 1276.000 LFT | 125.00000 159500.00| 90.00000 114840.00| 120.00000 153120.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0055 709-51821 LUMP | 7000.00000 7000.00| 8000.00000 8000.00| 7600.00000 7600.00 SURFACE SEAL | | | 0056 715-05407 120.000 LFT | 8.00000 960.00| 5.00000 600.00| 7.00000 840.00 PIPE, END BENT DRAIN, 6 IN. | | | 0057 728-98377 LUMP | 8000.00000 8000.00| 9250.00000 9250.00| 11970.00000 11970.00 MASONRY COATING | | | 0058 801-04308 5.000 EACH | 350.00000 1750.00| 250.00000 1250.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 56.000 EACH | 75.00000 4200.00| 135.00000 7560.00| 72.00000 4032.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 34.000 EACH | 90.00000 3060.00| 125.00000 4250.00| 88.00000 2992.00 CONSTRUCTION SIGN, A | | | 0061 801-06710 40.000 DAY | 20.00000 800.00| 15.00000 600.00| 23.00000 920.00 FLASHING ARROW SIGN | | | 0062 801-07118 80.000 LFT | 12.00000 960.00| 13.50000 1080.00| 12.00000 960.00 BARRICADE, III-A | | | 0063 802-05701 128.800 LFT | 12.75000 1642.20| 16.00000 2060.80| 12.75000 1642.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-07060 19.000 EACH | 50.00000 950.00| 85.00000 1615.00| 50.00000 950.00 SIGN, SHEET, RELOCATE | | | 0065 808-06712 500.000 LFT | 0.25000 125.00| 0.20000 100.00| 0.25000 125.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 3087.000 LFT | 0.18000 555.66| 0.20000 617.40| 0.18000 555.66 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1364963 |( 3 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 808-06714 5000.000 LFT | 0.15000 750.00| 0.20000 1000.00| 0.15000 750.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75035 33.000 LFT | 3.20000 105.60| 2.50000 82.50| 3.20000 105.60 LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0069 801-06775 LUMP | 5500.00000 5500.00| 39500.00000 39500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 947,333.81| $ 972,672.35| $ 991,261.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 947,333.81| $ 972,672.35| $ 991,261.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 7379.60000 7379.60| 6500.00000 6500.00| 7558.70000 7558.70 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1142.59000 10283.31| 1845.00000 16605.00| 2653.41000 23880.69 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 47514.39000 47514.39| 50000.00000 50000.00| 52065.00000 52065.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02189 2.000 EACH | 153.74000 307.48| 110.00000 220.00| 104.98000 209.96 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0007 202-02240 119.000 SYS | 12.30000 1463.70| 21.00000 2499.00| 33.15000 3944.85 PAVEMENT REMOVAL | | | 0008 202-02241 1717.000 LFT | 1.54000 2644.18| 1.60000 2747.20| 1.58000 2712.86 GUARDRAIL, REMOVE | | | 0009 202-02277 2015.000 LFT | 1.67000 3365.05| 8.50000 17127.50| 3.56000 7173.40 GUTTER, LIP, REMOVE | | | 0010 202-51328 LUMP | 277483.66000 277483.66| 118886.50000 118886.50| 131787.89000 131787.89 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-91385 5.000 EACH | 178.92000 894.60| 250.00000 1250.00| 587.36000 2936.80 INLET, REMOVE | | | 0012 202-91840 185.000 LFT | 2.31000 427.35| 2.50000 462.50| 2.36000 436.60 FENCE, CHAIN LINK, REMOVE | | | 0013 203-02000 615.000 CYS | 12.63000 7767.45| 15.50000 9532.50| 18.33000 11272.95 EXCAVATION, COMMON | | | 0014 205-06937 2012.000 LFT | 2.10000 4225.20| 1.40000 2816.80| 1.42000 2857.04 TEMPORARY SILT FENCE | | | 0015 206-51230 86.000 CYS | 12.65000 1087.90| 15.50000 1333.00| 25.23000 2169.78 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 208-51500 LUMP | 2227.94000 2227.94| 3700.00000 3700.00| 5439.53000 5439.53 RESHAPE SPILL SLOPES | | | 0017 211-06467 31.000 CYS | 46.01000 1426.31| 42.00000 1302.00| 83.75000 2596.25 AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 5.000 CYS | 305.86000 1529.30| 105.00000 525.00| 159.35000 796.75 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 388.000 TON | 17.85000 6925.80| 22.60000 8768.80| 19.33000 7500.04 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 26.000 CYS | 41.12000 1069.12| 60.00000 1560.00| 70.95000 1844.70 DENSE GRADED SUBBASE | | | 0021 306-08033 4240.000 SYS | 0.10000 424.00| 2.50000 10600.00| 0.90000 3816.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 400.000 SYS | 0.01000 4.00| 2.50000 1000.00| 4.73000 1892.00 MILLING, TRANSITION | | | 0023 402-07432 96.000 TON | 44.07000 4230.72| 46.00000 4416.00| 61.50000 5904.00 HMA SURFACE, TYPE A | | | 0024 402-07433 266.000 TON | 44.07000 11722.62| 46.00000 12236.00| 61.50000 16359.00 HMA SURFACE, TYPE B | | | 0025 402-07435 287.000 TON | 38.95000 11178.65| 41.00000 11767.00| 62.25000 17865.75 HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1160.000 SYS | 0.36000 417.60| 0.40000 464.00| 0.60000 696.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.300 TON | 102.49000 133.24| 108.00000 140.40| 249.00000 323.70 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 1639.91000 6559.64| 1723.00000 6892.00| 1679.71000 6718.84 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02103 100.000 LFT | 17.32000 1732.00| 18.20000 1820.00| 17.74000 1774.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0030 601-07023 4.000 EACH | 4227.90000 16911.60| 4500.00000 18000.00| 4330.51000 17322.04 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH | 4740.37000 18961.48| 5000.00000 20000.00| 4855.42000 19421.68 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0032 601-94689 4.000 EACH | 2065.26000 8261.04| 2200.00000 8800.00| 2115.39000 8461.56 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 1475.000 LFT | 13.58000 20030.50| 14.00000 20650.00| 13.91000 20517.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06639 780.000 LFT | 17.51000 13657.80| 14.00000 10920.00| 14.74000 11497.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 360.000 LFT | 16.00000 5760.00| 14.00000 5040.00| 12.00000 4320.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 16.000 EACH | 7.17000 114.72| 16.00000 256.00| 18.96000 303.36 BARRIER DELINEATOR | | | 0037 603-06045 185.000 LFT | 11.27000 2084.95| 12.00000 2220.00| 11.55000 2136.75 FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 609-06259 160.000 SYS | 48.08000 7692.80| 65.00000 10400.00| 65.25000 10440.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0039 616-02320 326.000 SYS | 2.01000 655.26| 1.70000 554.20| 2.79000 909.54 GEOTEXTILES | | | 0040 616-06405 188.000 TON | 17.39000 3269.32| 29.00000 5452.00| 27.25000 5123.00 RIPRAP, REVETMENT | | | 0041 616-06455 432.000 SYS | 35.35000 15271.20| 91.00000 39312.00| 58.02000 25064.64 SLOPEWALL | | | 0042 621-01004 2.000 EACH | 691.84000 1383.68| 215.00000 430.00| 708.63000 1417.26 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02363 1626.000 SYS | 0.46000 747.96| 0.55000 894.30| 0.47000 764.22 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0044 621-02770 1161.000 SYS | 1.38000 1602.18| 1.50000 1741.50| 1.42000 1648.62 EROSION CONTROL BLANKET | | | 0045 621-06559 1626.000 SYS | 0.56000 910.56| 0.80000 1300.80| 0.58000 943.08 MULCHED SEEDING, R | | | 0046 621-06574 289.000 SYS | 3.18000 919.02| 6.85000 1979.65| 3.25000 939.25 SODDING | | | 0047 701-96089 515.000 LFT | 32.82000 16902.30| 40.00000 20600.00| 45.52000 23442.80 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0048 702-51005 75.000 CYS | 419.33000 31449.75| 970.00000 72750.00| 826.24000 61968.00 CONCRETE, A, SUBSTRUCTURE | | | 0049 703-51030 11567.000 LBS | 0.72000 8328.24| 0.70000 8096.90| 0.72000 8328.24 REINFORCING STEEL | | | 0050 703-51032 92922.000 LBS | 0.76000 70620.72| 0.80000 74337.60| 0.78000 72479.16 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 312.000 CYS | 421.39000 131473.68| 495.00000 154440.00| 566.50000 176748.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-06349 516.000 LFT | 89.17000 46011.72| 90.00000 46440.00| 91.34000 47131.44 RAILING, TX | | | 0053 706-06372 4.000 EACH | 1855.15000 7420.60| 1864.00000 7456.00| 1900.17000 7600.68 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0054 707-05983 1276.000 LFT | 93.64000 119484.64| 110.00000 140360.00| 105.69000 134860.44 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0055 709-51821 LUMP | 7948.44000 7948.44| 7800.00000 7800.00| 8141.56000 8141.56 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05407 120.000 LFT | 5.28000 633.60| 3.50000 420.00| 20.30000 2436.00 PIPE, END BENT DRAIN, 6 IN. | | | 0057 728-98377 LUMP | 9216.30000 9216.30| 9000.00000 9000.00| 9439.98000 9439.98 MASONRY COATING | | | 0058 801-04308 5.000 EACH | 291.08000 1455.40| 305.00000 1525.00| 236.21000 1181.05 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 56.000 EACH | 49.20000 2755.20| 52.00000 2912.00| 131.23000 7348.88 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 34.000 EACH | 91.22000 3101.48| 100.00000 3400.00| 102.88000 3497.92 CONSTRUCTION SIGN, A | | | 0061 801-06710 40.000 DAY | 41.00000 1640.00| 45.00000 1800.00| 14.17000 566.80 FLASHING ARROW SIGN | | | 0062 801-07118 80.000 LFT | 9.89000 791.20| 12.00000 960.00| 12.59000 1007.20 BARRICADE, III-A | | | 0063 802-05701 128.800 LFT | 13.07000 1683.42| 14.00000 1803.20| 13.39000 1724.63 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-07060 19.000 EACH | 51.25000 973.75| 54.00000 1026.00| 52.50000 997.50 SIGN, SHEET, RELOCATE | | | 0065 808-06712 500.000 LFT | 0.15000 75.00| 0.20000 100.00| 0.22000 110.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 3087.000 LFT | 0.15000 463.05| 0.20000 617.40| 0.18000 555.66 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 5000.000 LFT | 0.15000 750.00| 0.20000 1000.00| 0.16000 800.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75035 33.000 LFT | 3.07000 101.31| 3.25000 107.25| 2.36000 77.88 LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0069 801-06775 LUMP | 15147.21000 15147.21| 21000.00000 21000.00| 19086.64000 19086.64 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,011,087.89| $ 1,021,075.00| $ 1,043,294.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,011,087.89| $ 1,021,075.00| $ 1,043,294.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1035114 |( ) |SCHUTT-LOOKABILL CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 7400.00000 7400.00| 75000.00000 75000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 1300.00000 11700.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 53600.00000 53600.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02189 2.000 EACH | 100.00000 200.00| 100.00000 200.00| BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0007 202-02240 119.000 SYS | 12.00000 1428.00| 19.36000 2303.84| PAVEMENT REMOVAL | | | 0008 202-02241 1717.000 LFT | 1.70000 2918.90| 1.50000 2575.50| GUARDRAIL, REMOVE | | | 0009 202-02277 2015.000 LFT | 2.20000 4433.00| 4.53000 9127.95| GUTTER, LIP, REMOVE | | | 0010 202-51328 LUMP | 240045.00000 240045.00| 175000.00000 175000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-91385 5.000 EACH | 100.00000 500.00| 425.00000 2125.00| INLET, REMOVE | | | 0012 202-91840 185.000 LFT | 2.55000 471.75| 2.25000 416.25| FENCE, CHAIN LINK, REMOVE | | | 0013 203-02000 615.000 CYS | 15.00000 9225.00| 18.15000 11162.25| EXCAVATION, COMMON | | | 0014 205-06937 2012.000 LFT | 1.52000 3058.24| 1.35000 2716.20| TEMPORARY SILT FENCE | | | 0015 206-51230 86.000 CYS | 20.00000 1720.00| 14.30000 1229.80| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 208-51500 LUMP | 6554.00000 6554.00| 125000.00000 125000.00| RESHAPE SPILL SLOPES | | | 0017 211-06467 31.000 CYS | 50.00000 1550.00| 36.00000 1116.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 5.000 CYS | 100.00000 500.00| 83.50000 417.50| FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1035114 |( ) |SCHUTT-LOOKABILL CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 388.000 TON | 20.00000 7760.00| 18.00000 6984.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 26.000 CYS | 50.00000 1300.00| 36.00000 936.00| DENSE GRADED SUBBASE | | | 0021 306-08033 4240.000 SYS | 1.30000 5512.00| 0.90000 3816.00| MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 400.000 SYS | 1.30000 520.00| 3.75000 1500.00| MILLING, TRANSITION | | | 0023 402-07432 96.000 TON | 48.59000 4664.64| 43.00000 4128.00| HMA SURFACE, TYPE A | | | 0024 402-07433 266.000 TON | 48.59000 12924.94| 43.00000 11438.00| HMA SURFACE, TYPE B | | | 0025 402-07435 287.000 TON | 42.94000 12323.78| 38.00000 10906.00| HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1160.000 SYS | 0.40000 464.00| 0.35000 406.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.300 TON | 113.00000 146.90| 100.00000 130.00| ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 1800.00000 7200.00| 1600.00000 6400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02103 100.000 LFT | 19.00000 1900.00| 16.90000 1690.00| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0030 601-07023 4.000 EACH | 4660.00000 18640.00| 4125.00000 16500.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH | 5220.00000 20880.00| 4625.00000 18500.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0032 601-94689 4.000 EACH | 2300.00000 9200.00| 2015.00000 8060.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 1475.000 LFT | 15.00000 22125.00| 13.25000 19543.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06639 780.000 LFT | 19.00000 14820.00| 13.67000 10662.60| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 360.000 LFT | 17.00000 6120.00| 12.35000 4446.00| TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 16.000 EACH | 10.00000 160.00| 7.00000 112.00| BARRIER DELINEATOR | | | 0037 603-06045 185.000 LFT | 12.00000 2220.00| 11.00000 2035.00| FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1035114 |( ) |SCHUTT-LOOKABILL CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 609-06259 160.000 SYS | 70.00000 11200.00| 51.25000 8200.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0039 616-02320 326.000 SYS | 2.00000 652.00| 1.75000 570.50| GEOTEXTILES | | | 0040 616-06405 188.000 TON | 26.00000 4888.00| 30.00000 5640.00| RIPRAP, REVETMENT | | | 0041 616-06455 432.000 SYS | 60.00000 25920.00| 35.00000 15120.00| SLOPEWALL | | | 0042 621-01004 2.000 EACH | 760.00000 1520.00| 675.00000 1350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02363 1626.000 SYS | 0.50000 813.00| 0.45000 731.70| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0044 621-02770 1161.000 SYS | 1.53000 1776.33| 1.35000 1567.35| EROSION CONTROL BLANKET | | | 0045 621-06559 1626.000 SYS | 0.62000 1008.12| 0.55000 894.30| MULCHED SEEDING, R | | | 0046 621-06574 289.000 SYS | 3.50000 1011.50| 3.10000 895.90| SODDING | | | 0047 701-96089 515.000 LFT | 52.00000 26780.00| 43.00000 22145.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0048 702-51005 75.000 CYS | 616.22000 46216.50| 525.00000 39375.00| CONCRETE, A, SUBSTRUCTURE | | | 0049 703-51030 11567.000 LBS | 0.70000 8096.90| 0.80000 9253.60| REINFORCING STEEL | | | 0050 703-51032 92922.000 LBS | 0.79000 73408.38| 0.90000 83629.80| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 312.000 CYS | 430.27000 134244.24| 525.00000 163800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-06349 516.000 LFT | 84.00000 43344.00| 100.00000 51600.00| RAILING, TX | | | 0053 706-06372 4.000 EACH | 1600.00000 6400.00| 1825.00000 7300.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0054 707-05983 1276.000 LFT | 92.15000 117583.40| 190.00000 242440.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0055 709-51821 LUMP | 8800.00000 8800.00| 5620.00000 5620.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 620 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,172.87 ROUTE : I-74 CALL ORDER : 620 CONTRACT ID : B -27837-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1035114 |( ) |SCHUTT-LOOKABILL CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05407 120.000 LFT | 6.00000 720.00| 8.75000 1050.00| PIPE, END BENT DRAIN, 6 IN. | | | 0057 728-98377 LUMP | 10200.00000 10200.00| 11970.00000 11970.00| MASONRY COATING | | | 0058 801-04308 5.000 EACH | 396.00000 1980.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 56.000 EACH | 81.00000 4536.00| 72.00000 4032.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 34.000 EACH | 100.00000 3400.00| 88.00000 2992.00| CONSTRUCTION SIGN, A | | | 0061 801-06710 40.000 DAY | 40.00000 1600.00| 15.00000 600.00| FLASHING ARROW SIGN | | | 0062 801-07118 80.000 LFT | 14.00000 1120.00| 12.00000 960.00| BARRICADE, III-A | | | 0063 802-05701 128.800 LFT | 14.40000 1854.72| 12.75000 1642.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-07060 19.000 EACH | 57.00000 1083.00| 50.00000 950.00| SIGN, SHEET, RELOCATE | | | 0065 808-06712 500.000 LFT | 0.28000 140.00| 0.25000 125.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 3087.000 LFT | 0.20000 617.40| 0.18000 555.66| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 5000.000 LFT | 0.17000 850.00| 0.15000 750.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75035 33.000 LFT | 4.00000 132.00| 3.20000 105.60| LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0069 801-06775 LUMP | 31566.00000 31566.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,073,948.64| $ 1,320,901.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,073,948.64| $ 1,320,901.25| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/07/05 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. $ 668,120.55 100.0000% 2 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 726,294.38 108.7071% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 735,808.00 110.1310% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 742,396.92 111.1172% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 781,508.65 116.9712% 6 35-1609544 SCHUTT-LOOKABILL CO $ 810,154.39 121.2587% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 05-0558668 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 5031.11000 5031.11| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1000.00000 12000.00| 1215.19000 14582.28| 1800.00000 21600.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 34250.00000 34250.00| 36314.72000 36314.72| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 1370.000 SYS | 9.80000 13426.00| 12.60000 17262.00| 28.00000 38360.00 PAVEMENT REMOVAL | | | 0007 202-02241 246.000 LFT | 3.75000 922.50| 3.91000 961.86| 6.85000 1685.10 GUARDRAIL, REMOVE | | | 0008 202-02273 47.000 SYS | 15.00000 705.00| 14.44000 678.68| 41.00000 1927.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 362.000 LFT | 3.50000 1267.00| 2.17000 785.54| 8.30000 3004.60 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51133 341.000 LFT | 3.50000 1193.50| 9.70000 3307.70| 8.45000 2881.45 RAILING, REMOVE | | | 0011 202-51328 LUMP | 81000.00000 81000.00| 126349.31000 126349.31| 97566.91000 97566.91 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 05-0558668 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-52710 125.000 SYS | 8.00000 1000.00| 5.15000 643.75| 11.60000 1450.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 211-07454 14.000 CYS | 45.00000 630.00| 32.50000 455.00| 31.50000 441.00 STRUCTURE BACKFILL | | | 0014 302-07455 231.000 CYS | 35.00000 8085.00| 40.89000 9445.59| 52.30000 12081.30 DENSE GRADED SUBBASE | | | 0015 502-06329 823.000 SYS | 58.00000 47734.00| 44.38000 36524.74| 64.30000 52918.90 PCCP, 12 IN. | | | 0016 503-05240 412.000 LFT | 8.75000 3605.00| 11.21000 4618.52| 12.50000 5150.00 D-1 CONTRACTION JOINT | | | 0017 503-05310 143.000 LFT | 100.00000 14300.00| 98.44000 14076.92| 158.00000 22594.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH | 1750.00000 7000.00| 1788.84000 7155.36| 1930.00000 7720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 1.000 EACH | 2000.00000 2000.00| 2096.30000 2096.30| 1570.00000 1570.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-07023 1.000 EACH | 3500.00000 3500.00| 5198.81000 5198.81| 8250.00000 8250.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0021 601-94689 1.000 EACH | 2975.00000 2975.00| 3046.62000 3046.62| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 106.000 LFT | 22.50000 2385.00| 22.92000 2429.52| 18.75000 1987.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 130.000 LFT | 20.00000 2600.00| 22.14000 2878.20| 26.00000 3380.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 750.000 LFT | 18.00000 13500.00| 24.10000 18075.00| 17.00000 12750.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 9.000 EACH | 8.00000 72.00| 7.83000 70.47| 16.00000 144.00 BARRIER DELINEATOR | | | 0026 604-07903 19.000 SYS | 45.00000 855.00| 73.07000 1388.33| 94.00000 1786.00 CURB RAMP, CONCRETE, K | | | 0027 604-07904 21.000 SYS | 45.00000 945.00| 74.74000 1569.54| 100.00000 2100.00 CURB RAMP, CONCRETE, L | | | 0028 604-91531 85.000 SYS | 29.50000 2507.50| 38.98000 3313.30| 34.50000 2932.50 SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06090 362.000 LFT | 8.50000 3077.00| 11.63000 4210.06| 7.00000 2534.00 CURB, INTEGRAL, CONCRETE | | | 0030 605-94465 34.000 SYS | 75.00000 2550.00| 97.32000 3308.88| 74.00000 2516.00 CENTER CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 05-0558668 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 609-06259 569.000 SYS | 66.50000 37838.50| 52.16000 29679.04| 59.00000 33571.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 619-05926 LUMP | 1750.00000 1750.00| 1677.04000 1677.04| 1650.00000 1650.00 ENVIRONMENTAL CONTROL | | | 0033 619-61505 LUMP | 16000.00000 16000.00| 16490.86000 16490.86| 16275.00000 16275.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0034 621-02363 278.000 SYS | 0.50000 139.00| 1.90000 528.20| 1.90000 528.20 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-06567 0.500 MG | 1.00000 0.50| 11.18000 5.59| 11.00000 5.50 WATER | | | 0036 621-06574 100.000 SYS | 12.50000 1250.00| 18.76000 1876.00| 18.50000 1850.00 SODDING | | | 0037 702-51100 124.000 LBS | 2.50000 310.00| 3.10000 384.40| 4.00000 496.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0038 702-51110 384.000 LBS | 2.75000 1056.00| 2.25000 864.00| 2.80000 1075.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0039 702-93722 25.000 CYS | 500.00000 12500.00| 200.83000 5020.75| 190.00000 4750.00 CONCRETE, C | | | 0040 703-51030 500.000 LBS | 0.50000 250.00| 0.95000 475.00| 0.77000 385.00 REINFORCING STEEL | | | 0041 703-51032 60128.000 LBS | 0.85000 51108.80| 0.93000 55919.04| 0.83000 49906.24 REINFORCING STEEL, EPOXY COATED | | | 0042 703-97703 328.000 EACH | 10.00000 3280.00| 11.42000 3745.76| 11.60000 3804.80 THREADED BAR SPLICE, EPOXY COATED | | | 0043 704-51002 188.000 CYS | 500.00000 94000.00| 522.54000 98237.52| 488.00000 91744.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-06349 316.000 LFT | 92.00000 29072.00| 97.27000 30737.32| 96.00000 30336.00 RAILING, TX | | | 0045 706-06372 4.000 EACH | 1850.00000 7400.00| 2023.62000 8094.48| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0046 709-51821 LUMP | 5100.00000 5100.00| 5439.19000 5439.19| 5000.00000 5000.00 SURFACE SEAL | | | 0047 710-51870 30.000 SFT | 45.00000 1350.00| 111.80000 3354.00| 55.00000 1650.00 REPOINTING MASONRY IN STRUCTURES | | | 0048 711-96800 384.000 EACH | 3.50000 1344.00| 3.47000 1332.48| 3.50000 1344.00 STUD SHEAR CONNECTOR | | | 0049 720-44000 5.000 EACH | 200.00000 1000.00| 277.31000 1386.55| 285.00000 1425.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 05-0558668 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 722-51842 1161.000 SYS | 47.50000 55147.50| 41.78000 48506.58| 44.50000 51664.50 BRIDGE DECK OVERLAY | | | 0051 722-51846 13.000 CYS | 330.00000 4290.00| 330.00000 4290.00| 330.00000 4290.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0052 722-51852 1395.000 SFT | 7.50000 10462.50| 8.37000 11676.15| 6.00000 8370.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0053 722-60824 1033.000 SYS | 5.00000 5165.00| 3.70000 3822.10| 5.00000 5165.00 SURFACE MILLING | | | 0054 724-03276 168.000 LFT | 85.00000 14280.00| 41.22000 6924.96| 59.00000 9912.00 EXPANSION JOINT SEALING SYSTEM | | | 0055 727-90308 10.000 LFT | 25.00000 250.00| 55.90000 559.00| 55.00000 550.00 EPOXY INJECTION, CRACK PREPARATION | | | 0056 727-90309 1.000 GAL | 200.00000 200.00| 111.80000 111.80| 110.00000 110.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0057 727-93560 LUMP | 1500.00000 1500.00| 1118.02000 1118.02| 2750.00000 2750.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0058 728-98377 LUMP | 7600.00000 7600.00| 8251.02000 8251.02| 8150.00000 8150.00 MASONRY COATING | | | 0059 801-06203 1420.000 LFT | 0.45000 639.00| 0.26000 369.20| 0.25000 355.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0060 801-06207 3492.000 LFT | 1.00000 3492.00| 0.95000 3317.40| 0.95000 3317.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06577 46.000 LFT | 6.00000 276.00| 5.70000 262.20| 5.65000 259.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0062 801-06625 10.000 EACH | 155.00000 1550.00| 156.52000 1565.20| 155.00000 1550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 38.000 EACH | 140.00000 5320.00| 109.57000 4163.66| 110.00000 4180.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 10.000 EACH | 27.50000 275.00| 24.60000 246.00| 25.00000 250.00 CONSTRUCTION SIGN, B | | | 0065 801-06710 320.000 DAY | 10.00000 3200.00| 7.83000 2505.60| 8.00000 2560.00 FLASHING ARROW SIGN | | | 0066 801-06775 LUMP | 15500.00000 15500.00| 29429.57000 29429.57| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0067 801-07119 88.000 LFT | 15.00000 1320.00| 12.30000 1082.40| 12.00000 1056.00 BARRICADE, III-B | | | 0068 807-03971 472.000 LFT | 2.25000 1062.00| 9.39000 4432.08| 4.00000 1888.00 CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | | FOR ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 05-0558668 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-06711 381.000 LFT | 0.50000 190.50| 0.30000 114.30| 0.30000 114.30 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0070 808-06713 206.000 LFT | 0.50000 103.00| 0.32000 65.92| 0.30000 61.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06716 181.000 LFT | 2.00000 362.00| 1.40000 253.40| 1.40000 253.40 LINE, REMOVE | | | 0072 808-95638 297.000 SFT | 2.75000 816.75| 2.57000 763.29| 2.50000 742.50 CENTER CURB PAINTING | | | 0073 808-95933 792.000 LFT | 2.00000 1584.00| 1.25000 990.00| 1.25000 990.00 CURB PAINTING, YELLOW | | | 0074 621-01004 2.000 EACH | 100.00000 200.00| 223.60000 447.20| 220.00000 440.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 668,120.55| $ 726,294.38| $ 735,808.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 668,120.55| $ 726,294.38| $ 735,808.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1250.00000 15000.00| 1400.00000 16800.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 35000.00000 35000.00| 39000.00000 39000.00| 40500.00000 40500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 1370.000 SYS | 15.00000 20550.00| 17.50000 23975.00| 8.00000 10960.00 PAVEMENT REMOVAL | | | 0007 202-02241 246.000 LFT | 3.50000 861.00| 4.50000 1107.00| 3.95000 971.70 GUARDRAIL, REMOVE | | | 0008 202-02273 47.000 SYS | 10.00000 470.00| 28.00000 1316.00| 15.00000 705.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 362.000 LFT | 4.00000 1448.00| 7.50000 2715.00| 8.00000 2896.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51133 341.000 LFT | 4.00000 1364.00| 5.00000 1705.00| 5.00000 1705.00 RAILING, REMOVE | | | 0011 202-51328 LUMP | 103000.00000 103000.00| 75000.00000 75000.00| 175685.00000 175685.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 125.000 SYS | 14.00000 1750.00| 22.00000 2750.00| 12.00000 1500.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 211-07454 14.000 CYS | 40.00000 560.00| 40.00000 560.00| 60.00000 840.00 STRUCTURE BACKFILL | | | 0014 302-07455 231.000 CYS | 55.00000 12705.00| 65.00000 15015.00| 32.00000 7392.00 DENSE GRADED SUBBASE | | | 0015 502-06329 823.000 SYS | 70.00000 57610.00| 53.00000 43619.00| 61.00000 50203.00 PCCP, 12 IN. | | | 0016 503-05240 412.000 LFT | 12.00000 4944.00| 18.00000 7416.00| 8.50000 3502.00 D-1 CONTRACTION JOINT | | | 0017 503-05310 143.000 LFT | 125.00000 17875.00| 140.00000 20020.00| 125.00000 17875.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH | 1600.00000 6400.00| 1750.00000 7000.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 1.000 EACH | 1875.00000 1875.00| 1425.00000 1425.00| 2120.00000 2120.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-07023 1.000 EACH | 4650.00000 4650.00| 7475.00000 7475.00| 5255.00000 5255.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0021 601-94689 1.000 EACH | 2725.00000 2725.00| 2175.00000 2175.00| 3079.00000 3079.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 106.000 LFT | 20.50000 2173.00| 17.00000 1802.00| 23.00000 2438.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 130.000 LFT | 15.00000 1950.00| 40.00000 5200.00| 22.00000 2860.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 750.000 LFT | 12.00000 9000.00| 32.00000 24000.00| 18.00000 13500.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 9.000 EACH | 7.00000 63.00| 7.00000 63.00| 8.00000 72.00 BARRIER DELINEATOR | | | 0026 604-07903 19.000 SYS | 85.00000 1615.00| 90.00000 1710.00| 90.00000 1710.00 CURB RAMP, CONCRETE, K | | | 0027 604-07904 21.000 SYS | 87.00000 1827.00| 80.00000 1680.00| 90.00000 1890.00 CURB RAMP, CONCRETE, L | | | 0028 604-91531 85.000 SYS | 50.00000 4250.00| 40.00000 3400.00| 36.00000 3060.00 SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06090 362.000 LFT | 8.00000 2896.00| 25.00000 9050.00| 14.00000 5068.00 CURB, INTEGRAL, CONCRETE | | | 0030 605-94465 34.000 SYS | 70.00000 2380.00| 80.00000 2720.00| 55.00000 1870.00 CENTER CURB, CONCRETE | | | 0031 609-06259 569.000 SYS | 80.00000 45520.00| 65.00000 36985.00| 61.00000 34709.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 619-05926 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1700.00000 1700.00 ENVIRONMENTAL CONTROL | | | 0033 619-61505 LUMP | 14750.00000 14750.00| 14750.00000 14750.00| 16700.00000 16700.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0034 621-02363 278.000 SYS | 1.70000 472.60| 1.70000 472.60| 2.37000 658.86 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-06567 0.500 MG | 10.00000 5.00| 10.00000 5.00| 2.26000 1.13 WATER | | | 0036 621-06574 100.000 SYS | 16.78000 1678.00| 16.78000 1678.00| 21.00000 2100.00 SODDING | | | 0037 702-51100 124.000 LBS | 8.00000 992.00| 3.50000 434.00| 4.50000 558.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0038 702-51110 384.000 LBS | 4.00000 1536.00| 3.00000 1152.00| 2.50000 960.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 702-93722 25.000 CYS | 600.00000 15000.00| 950.00000 23750.00| 260.00000 6500.00 CONCRETE, C | | | 0040 703-51030 500.000 LBS | 1.00000 500.00| 1.15000 575.00| 0.80000 400.00 REINFORCING STEEL | | | 0041 703-51032 60128.000 LBS | 1.05000 63134.40| 1.00000 60128.00| 0.88000 52912.64 REINFORCING STEEL, EPOXY COATED | | | 0042 703-97703 328.000 EACH | 12.00000 3936.00| 12.00000 3936.00| 9.74000 3194.72 THREADED BAR SPLICE, EPOXY COATED | | | 0043 704-51002 188.000 CYS | 515.00000 96820.00| 500.00000 94000.00| 627.86000 118037.68 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-06349 316.000 LFT | 65.00000 20540.00| 65.00000 20540.00| 92.12000 29109.92 RAILING, TX | | | 0045 706-06372 4.000 EACH | 1400.00000 5600.00| 2000.00000 8000.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0046 709-51821 LUMP | 4865.00000 4865.00| 3500.00000 3500.00| 5500.00000 5500.00 SURFACE SEAL | | | 0047 710-51870 30.000 SFT | 55.00000 1650.00| 100.00000 3000.00| 30.00000 900.00 REPOINTING MASONRY IN STRUCTURES | | | 0048 711-96800 384.000 EACH | 5.00000 1920.00| 3.10000 1190.40| 3.00000 1152.00 STUD SHEAR CONNECTOR | | | 0049 720-44000 5.000 EACH | 200.00000 1000.00| 375.00000 1875.00| 300.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0050 722-51842 1161.000 SYS | 60.00000 69660.00| 60.00000 69660.00| 41.29000 47937.69 BRIDGE DECK OVERLAY | | | 0051 722-51846 13.000 CYS | 330.00000 4290.00| 330.00000 4290.00| 330.00000 4290.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0052 722-51852 1395.000 SFT | 8.00000 11160.00| 13.50000 18832.50| 8.69000 12122.55 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0053 722-60824 1033.000 SYS | 5.00000 5165.00| 4.75000 4906.75| 7.05000 7282.65 SURFACE MILLING | | | 0054 724-03276 168.000 LFT | 70.00000 11760.00| 110.00000 18480.00| 75.00000 12600.00 EXPANSION JOINT SEALING SYSTEM | | | 0055 727-90308 10.000 LFT | 20.00000 200.00| 50.00000 500.00| 150.00000 1500.00 EPOXY INJECTION, CRACK PREPARATION | | | 0056 727-90309 1.000 GAL | 100.00000 100.00| 100.00000 100.00| 400.00000 400.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0057 727-93560 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 400.00000 400.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0058 728-98377 LUMP | 7380.00000 7380.00| 7500.00000 7500.00| 8340.00000 8340.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 630 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,086.13 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -27838-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( 6 ) 35-1609544 |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-06203 1420.000 LFT | 0.23000 326.60| 0.23000 326.60| 0.26000 369.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0060 801-06207 3492.000 LFT | 0.85000 2968.20| 0.85000 2968.20| 0.96000 3352.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06577 46.000 LFT | 5.10000 234.60| 5.10000 234.60| 5.76000 264.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0062 801-06625 10.000 EACH | 140.00000 1400.00| 140.00000 1400.00| 158.00000 1580.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 38.000 EACH | 98.00000 3724.00| 98.00000 3724.00| 111.00000 4218.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 10.000 EACH | 22.00000 220.00| 22.00000 220.00| 25.00000 250.00 CONSTRUCTION SIGN, B | | | 0065 801-06710 320.000 DAY | 7.00000 2240.00| 16.00000 5120.00| 10.00000 3200.00 FLASHING ARROW SIGN | | | 0066 801-06775 LUMP | 12000.00000 12000.00| 33000.00000 33000.00| 17059.00000 17059.00 MAINTAINING TRAFFIC | | | 0067 801-07119 88.000 LFT | 11.00000 968.00| 11.00000 968.00| 12.00000 1056.00 BARRICADE, III-B | | | 0068 807-03971 472.000 LFT | 7.16000 3379.52| 9.00000 4248.00| 4.97000 2345.84 CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | | FOR ELECTRIC | | | 0069 808-06711 381.000 LFT | 0.27000 102.87| 0.27000 102.87| 0.31000 118.11 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0070 808-06713 206.000 LFT | 0.29000 59.74| 0.29000 59.74| 0.33000 67.98 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06716 181.000 LFT | 1.25000 226.25| 1.25000 226.25| 1.40000 253.40 LINE, REMOVE | | | 0072 808-95638 297.000 SFT | 2.30000 683.10| 2.30000 683.10| 2.60000 772.20 CENTER CURB PAINTING | | | 0073 808-95933 792.000 LFT | 1.12000 887.04| 1.12000 887.04| 1.27000 1005.84 CURB PAINTING, YELLOW | | | 0074 621-01004 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 258.00000 516.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 742,396.92| $ 781,508.65| $ 810,154.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 742,396.92| $ 781,508.65| $ 810,154.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 339,891.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 344,501.00 101.3563% 3 35-1602596 ICARUS INDUSTRIAL PAINTING $ 366,001.00 107.6819% 4 35-1841931 VENUS PAINTING COMPANY $ 388,901.00 114.4193% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 419,201.00 123.3340% 6 35-1131315 FIVE STAR PAINTING, INC. $ 441,033.00 129.7572% 7 36-3526376 ERA VALDIVIA CONTRACTORS INC. & SUBSIDIARY $ 811,001.00 238.6062% 8 34-1616320 BRIDGES R US PAINTING COMPANY INC $ 867,919.00 255.3522% 9 41-1224817 ABHE & SVOBODA, INC. $ 2,086,581.00 613.8971% ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-2019240 |( 3 ) 35-1602596 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 16995.00000 16995.00| 10000.00000 10000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 655.50000 655.50| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 681.50000 681.50| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 750.50000 750.50| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 540.25000 540.25| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 254.00000 254.00| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-60806 LUMP | 655.50000 655.50| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0009 619-60806 LUMP | 681.50000 681.50| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-2019240 |( 3 ) 35-1602596 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 619-60806 LUMP | 750.50000 750.50| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0011 619-60806 LUMP | 540.25000 540.25| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0012 619-60806 LUMP | 254.00000 254.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0013 619-95457 LUMP | 37363.50000 37363.50| 50000.00000 50000.00| 59000.00000 59000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0014 619-95457 LUMP | 98845.50000 98845.50| 70000.00000 70000.00| 74000.00000 74000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0015 619-95457 LUMP | 42768.50000 42768.50| 40000.00000 40000.00| 45000.00000 45000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 3 | | | 0016 619-95457 LUMP | 60794.25000 60794.25| 78000.00000 78000.00| 74000.00000 74000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0017 619-95457 LUMP | 74478.00000 74478.00| 90000.00000 90000.00| 90500.00000 90500.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 5 | | | 0018 709-51821 LUMP | 655.50000 655.50| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 1 | | | 0019 709-51821 LUMP | 681.50000 681.50| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 2 | | | 0020 709-51821 LUMP | 750.50000 750.50| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 3 | | | 0021 709-51821 LUMP | 540.25000 540.25| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 4 | | | 0022 709-51821 LUMP | 254.00000 254.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 5 | | | SECTION TOTALS | $ 339,891.00| $ 344,501.00| $ 366,001.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 339,891.00| $ 344,501.00| $ 366,001.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-1778430 |( 6 ) 35-1131315 |VENUS PAINTING COMPANY |SPANOS, N.I. PAINTING, INC. |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 300.00000 300.00| 2000.00000 2000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 300.00000 300.00| 2000.00000 2000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 300.00000 300.00| 2000.00000 2000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 300.00000 300.00| 2000.00000 2000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 300.00000 300.00| 6000.00000 6000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-60806 LUMP | 300.00000 300.00| 1000.00000 1000.00| 5705.00000 5705.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0009 619-60806 LUMP | 300.00000 300.00| 1000.00000 1000.00| 2100.00000 2100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0010 619-60806 LUMP | 300.00000 300.00| 1000.00000 1000.00| 1900.00000 1900.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0011 619-60806 LUMP | 300.00000 300.00| 1000.00000 1000.00| 1600.00000 1600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0012 619-60806 LUMP | 300.00000 300.00| 1000.00000 1000.00| 8965.00000 8965.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0013 619-95457 LUMP | 56480.00000 56480.00| 65200.00000 65200.00| 70951.00000 70951.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0014 619-95457 LUMP | 80560.00000 80560.00| 80000.00000 80000.00| 94613.00000 94613.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0015 619-95457 LUMP | 47120.00000 47120.00| 44000.00000 44000.00| 40506.00000 40506.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-1778430 |( 6 ) 35-1131315 |VENUS PAINTING COMPANY |SPANOS, N.I. PAINTING, INC. |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 619-95457 LUMP | 85120.00000 85120.00| 74000.00000 74000.00| 73925.00000 73925.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0017 619-95457 LUMP | 85120.00000 85120.00| 114000.00000 114000.00| 112967.00000 112967.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 5 | | | 0018 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 1 | | | 0019 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | 0020 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| 150.00000 150.00 SURFACE SEAL , STR. NO. 3 | | | 0021 709-51821 LUMP | 300.00000 300.00| 500.00000 500.00| 350.00000 350.00 SURFACE SEAL , STR. NO. 4 | | | 0022 709-51821 LUMP | 300.00000 300.00| 1000.00000 1000.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 5 | | | SECTION TOTALS | $ 388,901.00| $ 419,201.00| $ 441,033.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 388,901.00| $ 419,201.00| $ 441,033.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 36-3526376 |( 8 ) 34-1616320 |( 9 ) 41-1224817 |ERA VALDIVIA CONTRACTORS INC |BRIDGES R US PAINTING COMPAN |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 37000.00000 37000.00| 40000.00000 40000.00| 202405.00000 202405.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 60550.00000 60550.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 155315.00000 155315.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 69325.00000 69325.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 96085.00000 96085.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 124740.00000 124740.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-60806 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 36325.00000 36325.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0009 619-60806 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 93190.00000 93190.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0010 619-60806 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 41595.00000 41595.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0011 619-60806 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 57650.00000 57650.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0012 619-60806 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 74845.00000 74845.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0013 619-95457 LUMP | 130000.00000 130000.00| 89879.00000 89879.00| 121095.00000 121095.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0014 619-95457 LUMP | 240000.00000 240000.00| 230560.00000 230560.00| 310635.00000 310635.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0015 619-95457 LUMP | 80000.00000 80000.00| 102905.00000 102905.00| 138645.00000 138645.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : 640 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,031.00 ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28024-A COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 36-3526376 |( 8 ) 34-1616320 |( 9 ) 41-1224817 |ERA VALDIVIA CONTRACTORS INC |BRIDGES R US PAINTING COMPAN |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 619-95457 LUMP | 120000.00000 120000.00| 142634.00000 142634.00| 234350.00000 234350.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0017 619-95457 LUMP | 157000.00000 157000.00| 171940.00000 171940.00| 249480.00000 249480.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 5 | | | 0018 709-51821 LUMP | 3000.00000 3000.00| 8000.00000 8000.00| 4800.00000 4800.00 SURFACE SEAL , STR. NO. 1 | | | 0019 709-51821 LUMP | 6000.00000 6000.00| 8000.00000 8000.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 2 | | | 0020 709-51821 LUMP | 3000.00000 3000.00| 8000.00000 8000.00| 1800.00000 1800.00 SURFACE SEAL , STR. NO. 3 | | | 0021 709-51821 LUMP | 3000.00000 3000.00| 8000.00000 8000.00| 3750.00000 3750.00 SURFACE SEAL , STR. NO. 4 | | | 0022 709-51821 LUMP | 6000.00000 6000.00| 8000.00000 8000.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 5 | | | SECTION TOTALS | $ 811,001.00| $ 867,919.00| $ 2,086,581.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 811,001.00| $ 867,919.00| $ 2,086,581.00 ====================================================================================================================================