INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1293005 1293005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO $ 351,704.77 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 383,994.35 109.1808% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 406,560.76 115.5971% 4 35-1673827 HENDERSON, H.E., INC. $ 421,048.94 119.7165% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 432,557.60 122.9888% 6 35-1609544 SCHUTT-LOOKABILL CO $ 435,381.37 123.7917% 7 35-1912582 EDSAM CONSTRUCTION, INC. $ 464,227.47 131.9935% 8 35-1381845 HARVEY, GEORGE R. & SON, INC. CONDITIONAL BID $ 520,115.35 147.8840% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1212938 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1900.00000 11400.00| 650.00000 3900.00| 1563.32000 9379.92 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 16785.00000 16785.00| 18000.00000 18000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16455.00000 16455.00| 20000.00000 20000.00| 18340.73000 18340.73 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 28800.00000 28800.00| 18635.85000 18635.85 CLEARING RIGHT OF WAY | | | 0005 202-01406 3.000 EACH| 559.51000 1678.53| 750.00000 2250.00| 1050.00000 3150.00 SAMPLING AND TESTING ANALYSIS | | | 0006 202-03000 LUMP| 490.89000 490.89| 400.00000 400.00| 446.49000 446.49 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 1953.00000 1953.00| 400.00000 400.00| 639.82000 639.82 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-05545 10.000 CYS | 65.45000 654.50| 53.00000 530.00| 157.50000 1575.00 REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 10.000 CYS | 14.78000 147.80| 16.00000 160.00| 157.50000 1575.00 REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 10.000 CYS | 6.86000 68.60| 5.50000 55.00| 105.00000 1050.00 REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1212938 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-52710 605.000 SYS | 7.13000 4313.65| 7.00000 4235.00| 6.00000 3630.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60821 6330.000 SYS | 1.52000 9621.60| 2.00000 12660.00| 2.00000 12660.00 SURFACE MILLING, BITUMINOUS | | | 0013 202-78515 LUMP| 1055.67000 1055.67| 1200.00000 1200.00| 1050.00000 1050.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-96151 LUMP| 263.92000 263.92| 350.00000 350.00| 262.50000 262.50 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02080 0.258 MILE| 24652.83000 6360.43| 85000.00000 21930.00| 80000.00000 20640.00 LINEAR GRADING | | | 0016 203-94803 497.000 CYS | 15.84000 7872.48| 7.50000 3727.50| 11.66000 5795.02 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0017 211-02060 16.000 CYS | 65.98000 1055.68| 44.00000 704.00| 40.50000 648.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 114.100 TON | 52.54000 5994.81| 17.00000 1939.70| 40.62000 4634.74 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 401-05437 814.800 TON | 38.78000 31597.94| 42.00000 34221.60| 45.00000 36666.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 172.400 TON | 55.97000 9649.23| 51.00000 8792.40| 60.00000 10344.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 524.000 TON | 46.15000 24182.60| 52.00000 27248.00| 61.00000 31964.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 409-04375 2.830 TON | 150.00000 424.50| 600.00000 1698.00| 607.72000 1719.85 BITUMINOUS MATERIAL FOR TACK COAT | | | 0023 604-06069 138.000 SYS | 33.78000 4661.64| 38.00000 5244.00| 43.92000 6060.96 CURB RAMP, CONCRETE | | | 0024 604-06070 529.000 SYS | 25.34000 13404.86| 26.00000 13754.00| 23.97000 12680.13 SIDEWALK, CONCRETE | | | 0025 605-06120 145.000 LFT | 21.11000 3060.95| 11.50000 1667.50| 18.67000 2707.15 CURB, CONCRETE | | | 0026 605-06150 1025.000 LFT | 13.72000 14063.00| 12.50000 12812.50| 12.58000 12894.50 CURB AND GUTTER, C, CONCRETE | | | 0027 605-06250 26.000 SYS | 73.90000 1921.40| 85.00000 2210.00| 99.95000 2598.70 CENTER CURB, C, CONCRETE | | | 0028 610-05527 24.100 TON | 122.33000 2948.15| 160.00000 3856.00| 159.66000 3847.81 HMA FOR APPROACHES | | | 0029 611-05330 346.000 SYS | 42.23000 14611.58| 39.00000 13494.00| 36.91000 12770.86 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 615-06490 13.000 EACH| 184.74000 2401.62| 130.00000 1690.00| 183.75000 2388.75 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1212938 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06500 4.000 EACH| 395.88000 1583.52| 320.00000 1280.00| 393.75000 1575.00 MONUMENT, A | | | 0032 615-06527 1.000 EACH| 395.88000 395.88| 370.00000 370.00| 393.75000 393.75 MONUMENT, SECTION CORNER | | | 0033 621-06567 6.000 MG | 2.11000 12.66| 27.00000 162.00| 2.10000 12.60 WATER | | | 0034 621-06574 1292.000 SYS | 4.48000 5788.16| 2.90000 3746.80| 3.13000 4043.96 SODDING | | | 0035 714-02401 60.000 LFT | 69.67000 4180.20| 62.00000 3720.00| 69.30000 4158.00 RETAINING WALL | | | 0036 715-13010 88.000 LFT | 29.03000 2554.64| 49.00000 4312.00| 40.45000 3559.60 PIPE, GROUP L, 12 IN. | | | 0037 720-44000 12.000 EACH| 200.00000 2400.00| 280.00000 3360.00| 325.49000 3905.88 CASTING, ADJUST TO GRADE | | | 0038 720-45045 1.000 EACH| 1425.16000 1425.16| 1200.00000 1200.00| 1062.38000 1062.38 INLET, J10 | | | 0039 720-45250 4.000 EACH| 1636.30000 6545.20| 1500.00000 6000.00| 1151.92000 4607.68 CATCH BASIN, K10 | | | 0040 720-98174 1.000 EACH| 2111.35000 2111.35| 1600.00000 1600.00| 1559.69000 1559.69 INLET, B15 | | | 0041 801-06207 6680.000 LFT | 0.95000 6346.00| 1.05000 7014.00| 0.97000 6479.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06606 2.000 EACH| 121.40000 242.80| 110.00000 220.00| 99.75000 199.50 BARRICADE, IIIB | | | 0043 801-06640 16.000 EACH| 68.62000 1097.92| 100.00000 1600.00| 89.25000 1428.00 CONSTRUCTION SIGN, A | | | 0044 801-06710 270.000 DAY | 13.72000 3704.40| 19.00000 5130.00| 18.90000 5103.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 34999.00000 34999.00 MAINTAINING TRAFFIC | | | 0046 802-76025 24.500 SFT | 47.51000 1164.00| 47.00000 1151.50| 48.30000 1183.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 805-01160 1.000 EACH| 659.80000 659.80| 675.00000 675.00| 656.25000 656.25 PEDESTAL, BASE, FOUNDATION A, ANCHOR | | | BOLTS, 9 FT. | | | 0048 805-01842 5.000 EACH| 712.58000 3562.90| 730.00000 3650.00| 708.75000 3543.75 HANDHOLE, SIGNAL | | | 0049 805-02065 3.000 EACH| 1002.89000 3008.67| 1050.00000 3150.00| 997.50000 2992.50 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 7 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1212938 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 805-02072 1.000 EACH| 2850.32000 2850.32| 2900.00000 2900.00| 2835.00000 2835.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0051 805-02073 1.000 EACH| 2955.89000 2955.89| 3100.00000 3100.00| 2940.00000 2940.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0052 805-02076 1.000 EACH| 2639.18000 2639.18| 2700.00000 2700.00| 2625.00000 2625.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0054 805-03370 4.000 EACH| 422.27000 1689.08| 440.00000 1760.00| 420.00000 1680.00 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0055 805-06592 2173.000 LFT | 7.39000 16058.47| 7.50000 16297.50| 7.35000 15971.55 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0056 805-78109 1.000 EACH| 11084.57000 11084.57| 11500.00000 11500.00| 11025.00000 11025.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0057 805-78205 5.000 EACH| 448.66000 2243.30| 440.00000 2200.00| 446.25000 2231.25 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0058 805-78230 1.000 EACH| 738.97000 738.97| 725.00000 725.00| 735.00000 735.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0059 805-78370 4.000 EACH| 105.57000 422.28| 125.00000 500.00| 105.00000 420.00 PEDESTRIAN PUSH BUTTON | | | 0060 805-78445 1.000 EACH| 527.84000 527.84| 520.00000 520.00| 525.00000 525.00 SIGNAL SERVICE | | | 0061 805-78467 135.000 LFT | 2.11000 284.85| 2.10000 283.50| 2.10000 283.50 SIGNAL CABLE, 3C 8GA. | | | 0062 805-78470 2500.000 LFT | 0.16000 400.00| 0.20000 500.00| 0.17000 425.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0063 805-78480 330.000 LFT | 1.06000 349.80| 1.15000 379.50| 1.05000 346.50 SIGNAL CABLE, 3C 14GA. | | | 0064 805-78485 530.000 LFT | 1.11000 588.30| 1.20000 636.00| 1.10000 583.00 SIGNAL CABLE, 5C 14GA. | | | 0065 805-78490 1250.000 LFT | 1.16000 1450.00| 1.30000 1625.00| 1.16000 1450.00 SIGNAL CABLE, 7C 14GA. | | | 0066 805-78510 2200.000 LFT | 0.95000 2090.00| 1.10000 2420.00| 0.95000 2090.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0067 805-78785 5.000 EACH| 580.62000 2903.10| 580.00000 2900.00| 577.50000 2887.50 SIGNAL DETECTOR HOUSING | | | 0068 805-78795 675.000 LFT | 7.39000 4988.25| 7.80000 5265.00| 7.35000 4961.25 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0069 805-78925 1.000 EACH| 527.84000 527.84| 550.00000 550.00| 525.00000 525.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1212938 |(3) 35-0999231 |CALUMET ASPHALT PAVING CO |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-92504 10.000 EACH| 279.75000 2797.50| 285.00000 2850.00| 278.25000 2782.50 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0072 806-53072 LUMP| 2639.18000 2639.18| 3500.00000 3500.00| 2625.00000 2625.00 TEMPORARY TRAFFIC SIGNAL | | | 0074 808-06701 465.000 LFT | 0.37000 172.05| 0.65000 302.25| 0.58000 269.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0075 808-06703 263.000 LFT | 0.37000 97.31| 0.60000 157.80| 0.53000 139.39 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0076 808-75245 790.000 LFT | 0.37000 292.30| 0.65000 513.50| 0.63000 497.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75260 240.000 LFT | 2.06000 494.40| 2.00000 480.00| 1.84000 441.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0078 808-75297 99.000 LFT | 4.06000 401.94| 4.20000 415.80| 4.20000 415.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0079 808-75300 298.000 LFT | 1.06000 315.88| 1.10000 327.80| 1.05000 312.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0080 808-75320 5.000 EACH| 58.06000 290.30| 63.00000 315.00| 63.00000 315.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0081 808-75325 5.000 EACH| 79.18000 395.90| 83.00000 415.00| 78.75000 393.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0082 808-92027 1532.000 LFT | 0.74000 1133.68| 1.10000 1685.20| 1.05000 1608.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 351,704.77| $ 383,994.35| $ 406,560.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,704.77| $ 383,994.35| $ 406,560.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1673827 |(5) 35-1917625 |(6) 35-1609544 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1264.62000 7587.72| 2400.00000 14400.00| 1159.54000 6957.24 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 20628.00000 20628.00| 9360.00000 9360.00| 18013.91000 18013.91 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18350.84000 18350.84| 21000.00000 21000.00| 20442.06000 20442.06 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5582.10000 5582.10| 14381.05000 14381.05| 18100.65000 18100.65 CLEARING RIGHT OF WAY | | | 0005 202-01406 3.000 EACH| 1604.60000 4813.80| 600.00000 1800.00| 849.71000 2549.13 SAMPLING AND TESTING ANALYSIS | | | 0006 202-03000 LUMP| 414.70000 414.70| 1134.04000 1134.04| 1464.13000 1464.13 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 716.90000 716.90| 1134.04000 1134.04| 1464.13000 1464.13 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-05545 10.000 CYS | 67.20000 672.00| 90.00000 900.00| 169.94000 1699.40 REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 10.000 CYS | 80.45000 804.50| 600.00000 6000.00| 169.94000 1699.40 REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 10.000 CYS | 77.70000 777.00| 60.00000 600.00| 169.94000 1699.40 REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-52710 605.000 SYS | 10.87000 6576.35| 7.95000 4809.75| 6.18000 3738.90 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60821 6330.000 SYS | 1.68000 10634.40| 1.65000 10444.50| 1.70000 10761.00 SURFACE MILLING, BITUMINOUS | | | 0013 202-78515 LUMP| 986.00000 986.00| 1063.10000 1063.10| 1132.95000 1132.95 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-96151 LUMP| 464.00000 464.00| 265.78000 265.78| 283.24000 283.24 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02080 0.258 MILE| 49420.75000 12750.55| 123775.66000 31934.12| 151100.02000 38983.81 LINEAR GRADING | | | 0016 203-94803 497.000 CYS | 36.73000 18254.81| 43.73000 21733.81| 24.34000 12096.98 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0017 211-02060 16.000 CYS | 179.45000 2871.20| 35.59000 569.44| 27.02000 432.32 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 114.100 TON | 69.52000 7932.23| 35.00000 3993.50| 27.43000 3129.76 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 401-05437 814.800 TON | 42.42000 34563.82| 46.00000 37480.80| 52.11000 42459.23 QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1673827 |(5) 35-1917625 |(6) 35-1609544 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05455 172.400 TON | 51.26000 8837.22| 71.00000 12240.40| 80.44000 13867.86 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 524.000 TON | 51.63000 27054.12| 55.00000 28820.00| 62.32000 32655.68 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 409-04375 2.830 TON | 607.72000 1719.85| 150.00000 424.50| 169.94000 480.93 BITUMINOUS MATERIAL FOR TACK COAT | | | 0023 604-06069 138.000 SYS | 55.54000 7664.52| 45.28000 6248.64| 40.18000 5544.84 CURB RAMP, CONCRETE | | | 0024 604-06070 529.000 SYS | 27.54000 14568.66| 36.85000 19493.65| 24.95000 13198.55 SIDEWALK, CONCRETE | | | 0025 605-06120 145.000 LFT | 27.90000 4045.50| 60.13000 8718.85| 19.49000 2826.05 CURB, CONCRETE | | | 0026 605-06150 1025.000 LFT | 22.82000 23390.50| 19.40000 19885.00| 10.20000 10455.00 CURB AND GUTTER, C, CONCRETE | | | 0027 605-06250 26.000 SYS | 139.96000 3638.96| 254.86000 6626.36| 81.05000 2107.30 CENTER CURB, C, CONCRETE | | | 0028 610-05527 24.100 TON | 219.79000 5296.94| 128.00000 3084.80| 145.02000 3494.98 HMA FOR APPROACHES | | | 0029 611-05330 346.000 SYS | 43.15000 14929.90| 36.82000 12739.72| 31.06000 10746.76 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 615-06490 13.000 EACH| 183.75000 2388.75| 131.82000 1713.66| 141.62000 1841.06 RIGHT OF WAY MARKER | | | 0031 615-06500 4.000 EACH| 393.75000 1575.00| 372.09000 1488.36| 495.88000 1983.52 MONUMENT, A | | | 0032 615-06527 1.000 EACH| 393.75000 393.75| 478.40000 478.40| 495.88000 495.88 MONUMENT, SECTION CORNER | | | 0033 621-06567 6.000 MG | 2.10000 12.60| 2.13000 12.78| 2.27000 13.62 WATER | | | 0034 621-06574 1292.000 SYS | 3.13000 4043.96| 3.17000 4095.64| 3.38000 4366.96 SODDING | | | 0035 714-02401 60.000 LFT | 69.30000 4158.00| 70.16000 4209.60| 74.77000 4486.20 RETAINING WALL | | | 0036 715-13010 88.000 LFT | 49.17000 4326.96| 36.68000 3227.84| 45.96000 4044.48 PIPE, GROUP L, 12 IN. | | | 0037 720-44000 12.000 EACH| 205.95000 2471.40| 358.96000 4307.52| 386.18000 4634.16 CASTING, ADJUST TO GRADE | | | 0038 720-45045 1.000 EACH| 1619.20000 1619.20| 1142.47000 1142.47| 1137.31000 1137.31 INLET, J10 | | | 0039 720-45250 4.000 EACH| 1890.20000 7560.80| 1263.52000 5054.08| 1640.17000 6560.68 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1673827 |(5) 35-1917625 |(6) 35-1609544 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 720-98174 1.000 EACH| 1941.55000 1941.55| 1188.02000 1188.02| 1926.03000 1926.03 INLET, B15 | | | 0041 801-06207 6680.000 LFT | 0.97000 6479.60| 0.98000 6546.40| 1.02000 6813.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06606 2.000 EACH| 99.75000 199.50| 101.00000 202.00| 130.29000 260.58 BARRICADE, IIIB | | | 0043 801-06640 16.000 EACH| 89.25000 1428.00| 90.36000 1445.76| 73.65000 1178.40 CONSTRUCTION SIGN, A | | | 0044 801-06710 270.000 DAY | 18.90000 5103.00| 19.14000 5167.80| 14.73000 3977.10 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 33785.80000 33785.80| 17437.48000 17437.48| 31635.01000 31635.01 MAINTAINING TRAFFIC | | | 0046 802-76025 24.500 SFT | 19.25000 471.63| 47.84000 1172.08| 52.11000 1276.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 805-01160 1.000 EACH| 1219.10000 1219.10| 664.44000 664.44| 708.10000 708.10 PEDESTAL, BASE, FOUNDATION A, ANCHOR | | | BOLTS, 9 FT. | | | 0048 805-01842 5.000 EACH| 683.15000 3415.75| 717.60000 3588.00| 764.75000 3823.75 HANDHOLE, SIGNAL | | | 0049 805-02065 3.000 EACH| 947.05000 2841.15| 1009.95000 3029.85| 1076.30000 3228.90 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 7 FT. | | | 0050 805-02072 1.000 EACH| 2057.50000 2057.50| 2870.37000 2870.37| 3058.97000 3058.97 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0051 805-02073 1.000 EACH| 2110.00000 2110.00| 2976.68000 2976.68| 3172.26000 3172.26 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0052 805-02076 1.000 EACH| 1905.25000 1905.25| 2657.75000 2657.75| 2832.38000 2832.38 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0054 805-03370 4.000 EACH| 433.15000 1732.60| 425.24000 1700.96| 453.18000 1812.72 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0055 805-06592 2173.000 LFT | 9.72000 21121.56| 7.44000 16167.12| 7.93000 17231.89 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0056 805-78109 1.000 EACH| 7039.60000 7039.60| 11162.56000 11162.56| 11895.98000 11895.98 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0057 805-78205 5.000 EACH| 488.40000 2442.00| 451.82000 2259.10| 481.51000 2407.55 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1673827 |(5) 35-1917625 |(6) 35-1609544 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-78230 1.000 EACH| 684.75000 684.75| 744.17000 744.17| 793.07000 793.07 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0059 805-78370 4.000 EACH| 102.95000 411.80| 106.31000 425.24| 113.30000 453.20 PEDESTRIAN PUSH BUTTON | | | 0060 805-78445 1.000 EACH| 395.00000 395.00| 531.55000 531.55| 566.48000 566.48 SIGNAL SERVICE | | | 0061 805-78467 135.000 LFT | 2.09000 282.15| 2.13000 287.55| 2.27000 306.45 SIGNAL CABLE, 3C 8GA. | | | 0062 805-78470 2500.000 LFT | 0.58000 1450.00| 0.16000 400.00| 0.17000 425.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0063 805-78480 330.000 LFT | 0.94000 310.20| 1.06000 349.80| 1.13000 372.90 SIGNAL CABLE, 3C 14GA. | | | 0064 805-78485 530.000 LFT | 1.00000 530.00| 1.12000 593.60| 1.19000 630.70 SIGNAL CABLE, 5C 14GA. | | | 0065 805-78490 1250.000 LFT | 1.05000 1312.50| 1.17000 1462.50| 1.25000 1562.50 SIGNAL CABLE, 7C 14GA. | | | 0066 805-78510 2200.000 LFT | 0.92000 2024.00| 0.96000 2112.00| 1.02000 2244.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0067 805-78785 5.000 EACH| 503.25000 2516.25| 584.71000 2923.55| 623.12000 3115.60 SIGNAL DETECTOR HOUSING | | | 0068 805-78795 675.000 LFT | 10.00000 6750.00| 7.44000 5022.00| 7.93000 5352.75 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0069 805-78925 1.000 EACH| 613.25000 613.25| 531.55000 531.55| 566.48000 566.48 CONTROLLER CABINET FOUNDATION, P1 | | | 0071 805-92504 10.000 EACH| 237.35000 2373.50| 281.72000 2817.20| 300.24000 3002.40 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0072 806-53072 LUMP| 6630.00000 6630.00| 2657.75000 2657.75| 2832.38000 2832.38 TEMPORARY TRAFFIC SIGNAL | | | 0074 808-06701 465.000 LFT | 0.58000 269.70| 0.59000 274.35| 0.40000 186.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0075 808-06703 263.000 LFT | 0.53000 139.39| 0.54000 142.02| 0.40000 105.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0076 808-75245 790.000 LFT | 0.63000 497.70| 0.64000 505.60| 0.40000 316.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75260 240.000 LFT | 1.84000 441.60| 1.86000 446.40| 2.21000 530.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0078 808-75297 99.000 LFT | 4.20000 415.80| 4.25000 420.75| 4.36000 431.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1673827 |(5) 35-1917625 |(6) 35-1609544 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75300 298.000 LFT | 1.05000 312.90| 1.06000 315.88| 1.13000 336.74 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0080 808-75320 5.000 EACH| 63.00000 315.00| 63.79000 318.95| 62.32000 311.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0081 808-75325 5.000 EACH| 78.75000 393.75| 79.74000 398.70| 84.98000 424.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0082 808-92027 1532.000 LFT | 1.05000 1608.60| 1.06000 1623.92| 0.80000 1225.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 421,048.94| $ 432,557.60| $ 435,381.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 421,048.94| $ 432,557.60| $ 435,381.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1381845 | |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1320.00000 7920.00| 1500.00000 9000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17700.00000 17700.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-01406 3.000 EACH| 192.50000 577.50| 1500.00000 4500.00| SAMPLING AND TESTING ANALYSIS | | | 0006 202-03000 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 2200.00000 2200.00| 1000.00000 1000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-05545 10.000 CYS | 44.00000 440.00| 100.00000 1000.00| REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 10.000 CYS | 27.50000 275.00| 100.00000 1000.00| REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 10.000 CYS | 16.50000 165.00| 50.00000 500.00| REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-52710 605.000 SYS | 19.80000 11979.00| 5.00000 3025.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60821 6330.000 SYS | 2.50000 15825.00| 3.80000 24054.00| SURFACE MILLING, BITUMINOUS | | | 0013 202-78515 LUMP| 2288.00000 2288.00| 2500.00000 2500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-96151 LUMP| 530.20000 530.20| 575.00000 575.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02080 0.258 MILE| 88000.00000 22704.00| 200000.00000 51600.00| LINEAR GRADING | | | 0016 203-94803 497.000 CYS | 16.50000 8200.50| 25.00000 12425.00| EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0017 211-02060 16.000 CYS | 110.00000 1760.00| 50.00000 800.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 114.100 TON | 27.50000 3137.75| 25.00000 2852.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 401-05437 814.800 TON | 56.10000 45710.28| 52.90000 43102.92| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1381845 | |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05455 172.400 TON | 60.50000 10430.20| 81.65000 14076.46| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 524.000 TON | 71.50000 37466.00| 63.25000 33143.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 409-04375 2.830 TON | 165.00000 466.95| 172.50000 488.18| BITUMINOUS MATERIAL FOR TACK COAT | | | 0023 604-06069 138.000 SYS | 44.00000 6072.00| 35.00000 4830.00| CURB RAMP, CONCRETE | | | 0024 604-06070 529.000 SYS | 33.00000 17457.00| 30.00000 15870.00| SIDEWALK, CONCRETE | | | 0025 605-06120 145.000 LFT | 22.00000 3190.00| 35.00000 5075.00| CURB, CONCRETE | | | 0026 605-06150 1025.000 LFT | 17.60000 18040.00| 20.00000 20500.00| CURB AND GUTTER, C, CONCRETE | | | 0027 605-06250 26.000 SYS | 46.20000 1201.20| 65.00000 1690.00| CENTER CURB, C, CONCRETE | | | 0028 610-05527 24.100 TON | 88.00000 2120.80| 147.20000 3547.52| HMA FOR APPROACHES | | | 0029 611-05330 346.000 SYS | 44.00000 15224.00| 35.00000 12110.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 615-06490 13.000 EACH| 136.40000 1773.20| 200.00000 2600.00| RIGHT OF WAY MARKER | | | 0031 615-06500 4.000 EACH| 396.00000 1584.00| 415.00000 1660.00| MONUMENT, A | | | 0032 615-06527 1.000 EACH| 550.00000 550.00| 415.00000 415.00| MONUMENT, SECTION CORNER | | | 0033 621-06567 6.000 MG | 2.20000 13.20| 2.30000 13.80| WATER | | | 0034 621-06574 1292.000 SYS | 4.40000 5684.80| 3.45000 4457.40| SODDING | | | 0035 714-02401 60.000 LFT | 44.00000 2640.00| 76.00000 4560.00| RETAINING WALL | | | 0036 715-13010 88.000 LFT | 44.00000 3872.00| 100.00000 8800.00| PIPE, GROUP L, 12 IN. | | | 0037 720-44000 12.000 EACH| 220.00000 2640.00| 250.00000 3000.00| CASTING, ADJUST TO GRADE | | | 0038 720-45045 1.000 EACH| 2200.00000 2200.00| 1100.00000 1100.00| INLET, J10 | | | 0039 720-45250 4.000 EACH| 1650.00000 6600.00| 1400.00000 5600.00| CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1381845 | |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 720-98174 1.000 EACH| 2200.00000 2200.00| 1500.00000 1500.00| INLET, B15 | | | 0041 801-06207 6680.000 LFT | 0.99000 6613.20| 1.05000 7014.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06606 2.000 EACH| 159.50000 319.00| 135.00000 270.00| BARRICADE, IIIB | | | 0043 801-06640 16.000 EACH| 84.70000 1355.20| 75.00000 1200.00| CONSTRUCTION SIGN, A | | | 0044 801-06710 270.000 DAY | 14.30000 3861.00| 20.00000 5400.00| FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 30300.00000 30300.00| 36000.00000 36000.00| MAINTAINING TRAFFIC | | | 0046 802-76025 24.500 SFT | 18.70000 458.15| 19.25000 471.63| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 805-01160 1.000 EACH| 671.00000 671.00| 725.00000 725.00| PEDESTAL, BASE, FOUNDATION A, ANCHOR | | | BOLTS, 9 FT. | | | 0048 805-01842 5.000 EACH| 863.50000 4317.50| 940.00000 4700.00| HANDHOLE, SIGNAL | | | 0049 805-02065 3.000 EACH| 1119.80000 3359.40| 1220.00000 3660.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 7 FT. | | | 0050 805-02072 1.000 EACH| 2217.60000 2217.60| 2415.00000 2415.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0051 805-02073 1.000 EACH| 2426.60000 2426.60| 2640.00000 2640.00| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0052 805-02076 1.000 EACH| 1801.80000 1801.80| 1960.00000 1960.00| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0054 805-03370 4.000 EACH| 404.80000 1619.20| 440.00000 1760.00| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0055 805-06592 2173.000 LFT | 13.86000 30117.78| 15.00000 32595.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0056 805-78109 1.000 EACH| 7902.40000 7902.40| 8600.00000 8600.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0057 805-78205 5.000 EACH| 405.90000 2029.50| 440.00000 2200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1381845 | |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-78230 1.000 EACH| 640.20000 640.20| 700.00000 700.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0059 805-78370 4.000 EACH| 173.80000 695.20| 188.00000 752.00| PEDESTRIAN PUSH BUTTON | | | 0060 805-78445 1.000 EACH| 355.30000 355.30| 386.00000 386.00| SIGNAL SERVICE | | | 0061 805-78467 135.000 LFT | 2.20000 297.00| 2.40000 324.00| SIGNAL CABLE, 3C 8GA. | | | 0062 805-78470 2500.000 LFT | 0.11000 275.00| 0.13000 325.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0063 805-78480 330.000 LFT | 1.43000 471.90| 1.47000 485.10| SIGNAL CABLE, 3C 14GA. | | | 0064 805-78485 530.000 LFT | 2.53000 1340.90| 2.75000 1457.50| SIGNAL CABLE, 5C 14GA. | | | 0065 805-78490 1250.000 LFT | 2.53000 3162.50| 2.70000 3375.00| SIGNAL CABLE, 7C 14GA. | | | 0066 805-78510 2200.000 LFT | 1.10000 2420.00| 1.17000 2574.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0067 805-78785 5.000 EACH| 781.00000 3905.00| 850.00000 4250.00| SIGNAL DETECTOR HOUSING | | | 0068 805-78795 675.000 LFT | 7.15000 4826.25| 7.70000 5197.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0069 805-78925 1.000 EACH| 1005.40000 1005.40| 1100.00000 1100.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0071 805-92504 10.000 EACH| 194.70000 1947.00| 212.00000 2120.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0072 806-53072 LUMP| 6000.50000 6000.50| 6550.00000 6550.00| TEMPORARY TRAFFIC SIGNAL | | | 0074 808-06701 465.000 LFT | 0.44000 204.60| 0.43000 199.95| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0075 808-06703 263.000 LFT | 0.44000 115.72| 0.43000 113.09| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0076 808-75245 790.000 LFT | 0.44000 347.60| 0.40000 316.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75260 240.000 LFT | 1.65000 396.00| 2.25000 540.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0078 808-75297 99.000 LFT | 3.63000 359.37| 4.50000 445.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 120 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,942.71 ROUTE : US 40 CALL ORDER : 120 CONTRACT ID : R -23797-A COUNTIES : HENDRICKS LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1381845 | |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75300 298.000 LFT | 0.77000 229.46| 1.15000 342.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0080 808-75320 5.000 EACH| 49.50000 247.50| 65.00000 325.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0081 808-75325 5.000 EACH| 66.00000 330.00| 86.00000 430.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0082 808-92027 1532.000 LFT | 0.88000 1348.16| 0.80000 1225.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 464,227.47| $ 520,115.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,227.47| $ 520,115.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5686002 5686002 5686002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0955285 FREESEN, INC. $ 4,919,933.34 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,133,611.46 104.3431% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 5,173,918.73 105.1623% 4 35-1315965 FOX CONTRACTORS $ 5,599,033.45 113.8030% 5 35-1212938 ATLAS EXCAVATING, INC. $ 5,737,933.31 116.6262% 6 35-1167376 KEISER & KEISER CONTRACTORS $ 5,786,551.44 117.6144% 7 36-2231526 WALSH CONSTR CO OF ILL $ 5,799,275.10 117.8730% ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 15.000 MOS | 1000.00000 15000.00| 1795.00000 26925.00| 1500.00000 22500.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 125000.00000 125000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 8000.00000 8000.00| 7825.00000 7825.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 224101.00000 224101.00| 256765.00000 256765.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 140000.00000 140000.00| 20700.00000 20700.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 191.000 SYS | 10.00000 1910.00| 4.25000 811.75| 25.00000 4775.00 PAVEMENT, REMOVE | | | 0008 202-51133 197.000 LFT | 10.25000 2019.25| 8.80000 1733.60| 12.00000 2364.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 22620.00000 22620.00| 11450.00000 11450.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51330 LUMP| 8000.00000 8000.00| 7700.00000 7700.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 385.000 SYS | 10.46000 4027.10| 9.95000 3830.75| 5.00000 1925.00 SURFACE MILLING, ASPHALT | | | 0012 202-91203 LUMP| 5500.00000 5500.00| 25000.00000 25000.00| 25000.00000 25000.00 CULVERT AND HEADWALLS, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 164866.000 CYS | 3.53000 581976.98| 3.30000 544057.80| 3.63000 598463.58 EXCAVATION, COMMON | | | 0014 203-02045 12712.000 CYS | 2.50000 31780.00| 4.00000 50848.00| 3.25000 41314.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-02100 17898.000 CYS | 4.55000 81435.90| 5.75000 102913.50| 4.00000 71592.00 EXCAVATION, PEAT | | | 0016 203-51223 808.000 CYS | 10.00000 8080.00| 9.15000 7393.20| 10.00000 8080.00 EXCAVATION, WATERWAY | | | 0017 205-02224 9320.000 LFT | 2.10000 19572.00| 1.70000 15844.00| 1.75000 16310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02226 280.000 LFT | 16.00000 4480.00| 15.20000 4256.00| 20.00000 5600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0019 205-02228 32428.000 LFT | 0.50000 16214.00| 2.75000 89177.00| 2.70000 87555.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0020 205-02229 420.000 LFT | 4.00000 1680.00| 2.50000 1050.00| 2.90000 1218.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02231 12798.000 LFT | 5.00000 63990.00| 9.40000 120301.20| 8.00000 102384.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02232 21080.000 CYS | 2.00000 42160.00| 3.75000 79050.00| 5.50000 115940.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0023 205-02234 21.000 EACH| 66.30000 1392.30| 70.00000 1470.00| 100.00000 2100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0024 205-02236 1.000 EACH| 66.30000 66.30| 70.00000 70.00| 150.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0025 205-02770 2439.000 SYS | 3.37000 8219.43| 3.60000 8780.40| 3.00000 7317.00 EROSION CONTROL BLANKET | | | 0026 211-02050 21478.000 CYS | 10.57000 227022.46| 11.50000 246997.00| 8.00000 171824.00 B BORROW | | | 0027 211-02060 4353.000 CYS | 15.00000 65295.00| 16.95000 73783.35| 10.00000 43530.00 B BORROW FOR STRUCTURE BACKFILL | | | 0028 303-04075 470.000 TON | 16.43000 7722.10| 15.50000 7285.00| 15.00000 7050.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0029 303-52308 42077.000 TON | 11.70000 492300.90| 11.20000 471262.40| 10.57000 444753.89 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 303-52309 491.000 TON | 13.88000 6815.08| 13.85000 6800.35| 15.00000 7365.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0031 401-05437 9153.000 TON | 29.14000 266718.42| 30.10000 275505.30| 31.00000 283743.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 11282.000 TON | 29.14000 328757.48| 31.70000 357639.40| 33.00000 372306.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 7381.000 TON | 31.73000 234199.13| 33.15000 244680.15| 34.00000 250954.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 5252.000 TON | 30.25000 158873.00| 30.60000 160711.20| 32.00000 168064.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 402-05483 2894.000 TON | 36.45000 105486.30| 30.60000 88556.40| 32.00000 92608.00 HMA BASE C25.0 mm, SHOULDER | | | 0036 402-05495 27.000 TON | 65.00000 1755.00| 39.95000 1078.65| 42.00000 1134.00 HMA WEDGE AND LEVEL | | | 0037 404-05511 31661.000 SYS | 0.47000 14880.67| 1.10000 34827.10| 1.25000 39576.25 SEAL COAT, 2 | | | 0038 405-05517 154.100 TON | 303.13000 46712.33| 275.00000 42377.50| 350.00000 53935.00 ASPHALT FOR PRIME COAT | | | 0039 406-05520 41.900 TON | 754.34000 31606.85| 210.00000 8799.00| 300.00000 12570.00 ASPHALT FOR TACK COAT | | | 0040 501-02400 LUMP| 1500.00000 1500.00| 4795.00000 4795.00| 6000.00000 6000.00 PROFILOGRAPH | | | 0041 501-05090 114.000 SYS | 107.80000 12289.20| 56.50000 6441.00| 42.00000 4788.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0042 501-51112 4.000 EACH| 60.00000 240.00| 25.00000 100.00| 75.00000 300.00 ANCHOR BOLT | | | 0043 601-01522 4.000 EACH| 1163.00000 4652.00| 1230.00000 4920.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-01626 1.000 EACH| 1734.00000 1734.00| 1830.00000 1830.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0045 601-01700 3.000 EACH| 1545.00000 4635.00| 1630.00000 4890.00| 1850.00000 5550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0046 601-01846 2.000 EACH| 1545.00000 3090.00| 1630.00000 3260.00| 1850.00000 3700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0047 601-02636 325.000 LFT | 14.50000 4712.50| 15.35000 4988.75| 15.10000 4907.50 GUARDRAIL, W BEAM, NESTED | | | 0048 601-06037 27.000 EACH| 566.00000 15282.00| 600.00000 16200.00| 695.00000 18765.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 601-99105 4000.000 LFT | 9.64000 38560.00| 10.20000 40800.00| 12.25000 49000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 603-06040 3915.000 LFT | 5.36000 20984.40| 5.70000 22315.50| 6.75000 26426.25 FENCE, FARM FIELD, 47 IN. | | | 0051 603-95217 1.000 EACH| 1606.00000 1606.00| 1695.00000 1695.00| 1200.00000 1200.00 FENCE GATE, FARM FIELD, 47 IN. X 30 FT. | | | 0052 607-06370 700.000 LFT | 70.00000 49000.00| 43.65000 30555.00| 50.00000 35000.00 PAVED SIDE DITCH, H | | | 0053 608-04396 2.000 EACH| 250.00000 500.00| 395.00000 790.00| 500.00000 1000.00 SHOULDER DRAIN | | | 0054 610-05527 62.000 TON | 65.00000 4030.00| 65.00000 4030.00| 68.00000 4216.00 HMA FOR APPROACHES | | | 0055 611-95023 4.000 EACH| 153.00000 612.00| 130.00000 520.00| 100.00000 400.00 MAILBOX ASSEMBLY, RESET | | | 0056 615-06490 241.000 EACH| 100.00000 24100.00| 106.00000 25546.00| 100.00000 24100.00 RIGHT OF WAY MARKER | | | 0057 615-06505 22.000 EACH| 317.00000 6974.00| 360.00000 7920.00| 350.00000 7700.00 MONUMENT, B | | | 0058 615-06510 11.000 EACH| 258.00000 2838.00| 340.00000 3740.00| 300.00000 3300.00 MONUMENT, C | | | 0059 615-06525 5.000 EACH| 230.00000 1150.00| 275.00000 1375.00| 300.00000 1500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0060 615-06527 1.000 EACH| 258.00000 258.00| 340.00000 340.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | 0061 616-02320 14260.000 SYS | 2.00000 28520.00| 1.50000 21390.00| 2.75000 39215.00 GEOTEXTILES | | | 0062 616-06405 14945.000 TON | 15.70000 234636.50| 17.30000 258548.50| 13.25000 198021.25 RIPRAP, REVETMENT | | | 0063 619-51859 LUMP| 18360.00000 18360.00| 13500.00000 13500.00| 10000.00000 10000.00 PAINT STEEL BRIDGE | | | 0064 619-61000 LUMP| 64260.00000 64260.00| 38000.00000 38000.00| 25000.00000 25000.00 CLEAN STEEL BRIDGE | | | 0065 619-93423 LUMP| 2020.00000 2020.00| 2695.00000 2695.00| 25000.00000 25000.00 POLLUTION CONTROL | | | 0066 621-01004 5.000 EACH| 663.00000 3315.00| 705.00000 3525.00| 500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02356 150.000 LBS | 56.10000 8415.00| 59.65000 8947.50| 65.00000 9750.00 SEEDING, WETLAND | | | 0068 621-06545 18.300 TON | 513.06000 9389.00| 545.00000 9973.50| 400.00000 7320.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 621-06548 29.000 LBS | 22.44000 650.76| 23.80000 690.20| 38.00000 1102.00 SEED MIXTURE, CV | | | 0070 621-06553 7722.000 LBS | 3.47000 26795.34| 3.70000 28571.40| 5.00000 38610.00 SEED MIXTURE, R | | | 0071 621-06565 91.500 TON | 394.74000 36118.71| 420.00000 38430.00| 410.00000 37515.00 MULCHING MATERIAL | | | 0072 621-06567 47.000 MG | 2.04000 95.88| 2.15000 101.05| 1.00000 47.00 WATER | | | 0073 621-06575 11806.000 SYS | 2.50000 29515.00| 2.65000 31285.90| 3.50000 41321.00 SODDING, NURSERY | | | 0074 622-52436 2.000 EACH| 25.50000 51.00| 27.00000 54.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0075 622-91786 1050.000 EACH| 6.30000 6615.00| 6.50000 6825.00| 8.00000 8400.00 SEEDLING | | | 0076 702-51005 2.600 CYS | 1375.00000 3575.00| 1895.00000 4927.00| 900.00000 2340.00 CONCRETE, A, SUBSTRUCTURE | | | 0077 702-51110 768.000 LBS | 2.70000 2073.60| 3.75000 2880.00| 3.00000 2304.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0079 703-51030 2709.000 LBS | 0.86000 2329.74| 0.89000 2411.01| 0.70000 1896.30 REINFORCING STEEL | | | 0080 703-51032 9971.000 LBS | 0.80000 7976.80| 1.00000 9971.00| 0.98000 9771.58 REINFORCING STEEL, EPOXY COATED | | | 0081 704-51002 65.600 CYS | 945.00000 61992.00| 870.00000 57072.00| 400.00000 26240.00 CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-91957 196.000 LFT | 52.17000 10225.32| 55.00000 10780.00| 35.00000 6860.00 BRIDGE RAILING, THRIE BEAM | | | 0083 709-51821 LUMP| 1550.00000 1550.00| 1995.00000 1995.00| 1700.00000 1700.00 SURFACE SEAL | | | 0084 711-51877 LUMP| 8800.00000 8800.00| 1800.00000 1800.00| 5000.00000 5000.00 JACKING AND SUPPORTING BEAMS | | | 0085 714-03437 593.250 SFT | 43.40000 25747.05| 47.00000 27882.75| 50.00000 29662.50 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0086 714-04539 84.830 LFT | 1836.19000 155764.00| 1400.00000 118762.00| 1361.00000 115453.63 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 20 FT. X 10 FT. | | | 0087 714-06319 77.000 LFT | 763.75000 58808.75| 750.00000 57750.00| 825.00000 63525.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 5 FT. | | | 0088 714-26724 114.000 LFT | 477.01000 54379.14| 550.00000 62700.00| 614.00000 69996.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 714-26725 100.000 LFT | 525.02000 52502.00| 620.00000 62000.00| 635.00000 63500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0090 715-05019 100.000 LFT | 33.37000 3337.00| 54.90000 5490.00| 35.00000 3500.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0091 715-05048 38314.000 LFT | 2.23000 85440.22| 2.35000 90037.90| 4.00000 153256.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0092 715-05049 100.000 LFT | 9.00000 900.00| 9.00000 900.00| 8.00000 800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0093 715-05051 100.000 LFT | 10.00000 1000.00| 10.00000 1000.00| 9.00000 900.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0094 715-05052 100.000 LFT | 11.00000 1100.00| 12.00000 1200.00| 11.00000 1100.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0095 715-05118 280.000 LFT | 19.34000 5415.20| 22.75000 6370.00| 12.00000 3360.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0096 715-05121 106.000 LFT | 22.67000 2403.02| 28.95000 3068.70| 15.00000 1590.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0097 715-05123 468.000 LFT | 27.75000 12987.00| 35.25000 16497.00| 20.00000 9360.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0098 715-05128 258.000 LFT | 45.05000 11622.90| 58.00000 14964.00| 37.00000 9546.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0099 715-05133 366.000 LFT | 81.19000 29715.54| 93.00000 34038.00| 70.00000 25620.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0100 715-05169 866.000 LFT | 15.68000 13578.88| 20.00000 17320.00| 15.00000 12990.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0101 715-05171 270.000 LFT | 20.52000 5540.40| 22.00000 5940.00| 17.00000 4590.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0102 715-05173 160.000 LFT | 25.25000 4040.00| 33.00000 5280.00| 20.00000 3200.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0103 715-05177 120.000 LFT | 34.90000 4188.00| 55.00000 6600.00| 30.00000 3600.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0104 715-05228 90.000 LFT | 17.91000 1611.90| 28.00000 2520.00| 18.00000 1620.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0105 715-05298 98.000 LFT | 290.00000 28420.00| 250.00000 24500.00| 201.00000 19698.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 74.3 | | | SQ. FT. | | | 0106 715-46005 6.000 EACH| 220.00000 1320.00| 225.00000 1350.00| 110.00000 660.00 PIPE END SECTION, 15 IN. | | | 0107 715-46010 2.000 EACH| 235.00000 470.00| 255.00000 510.00| 125.00000 250.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 715-46020 4.000 EACH| 415.00000 1660.00| 360.00000 1440.00| 300.00000 1200.00 PIPE END SECTION, 24 IN. | | | 0109 715-46040 6.000 EACH| 630.00000 3780.00| 630.00000 3780.00| 500.00000 3000.00 PIPE END SECTION, 36 IN. | | | 0110 715-91361 1830.000 LFT | 10.39000 19013.70| 11.00000 20130.00| 7.00000 12810.00 PIPE, PVC, 6 IN. | | | 0111 718-04881 66.000 EACH| 176.50000 11649.00| 193.56000 12774.96| 130.00000 8580.00 OUTLET PROTECTOR, B | | | 0112 720-45025 2.000 EACH| 600.00000 1200.00| 1287.94000 2575.88| 1300.00000 2600.00 INLET, D6 | | | 0113 730-03475 24.000 EACH| 380.00000 9120.00| 330.00000 7920.00| 350.00000 8400.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0114 730-03476 12.000 EACH| 600.00000 7200.00| 530.00000 6360.00| 385.00000 4620.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0115 730-03584 10.000 EACH| 615.00000 6150.00| 425.00000 4250.00| 370.00000 3700.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0116 801-06207 1323.000 LFT | 3.00000 3969.00| 2.55000 3373.65| 1.95000 2579.85 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0117 801-06605 8.000 EACH| 101.00000 808.00| 107.00000 856.00| 120.00000 960.00 BARRICADE, IIIA | | | 0118 801-06606 16.000 EACH| 152.00000 2432.00| 160.00000 2560.00| 190.00000 3040.00 BARRICADE, IIIB | | | 0120 801-06625 36.000 EACH| 80.50000 2898.00| 85.00000 3060.00| 105.00000 3780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0121 801-06640 36.000 EACH| 121.50000 4374.00| 128.00000 4608.00| 145.00000 5220.00 CONSTRUCTION SIGN, A | | | 0122 801-06645 19.000 EACH| 25.50000 484.50| 27.00000 513.00| 50.00000 950.00 CONSTRUCTION SIGN, B | | | 0123 801-06775 LUMP| 2000.00000 2000.00| 27000.00000 27000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0124 802-05701 855.500 LFT | 8.18000 6997.99| 8.60000 7357.30| 10.00000 8555.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 389.500 LFT | 5.95000 2317.53| 6.25000 2434.38| 7.00000 2726.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-05706 96.500 LFT | 8.65000 834.73| 9.15000 882.98| 9.30000 897.45 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0127 802-76025 202.590 SFT | 10.94000 2216.33| 11.60000 2350.04| 12.00000 2431.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 802-76035 419.450 SFT | 11.03000 4626.53| 11.60000 4865.62| 13.00000 5452.85 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0129 802-76045 132.000 SFT | 14.23000 1878.36| 15.00000 1980.00| 16.00000 2112.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0130 802-91122 4.000 EACH| 102.00000 408.00| 108.00000 432.00| 150.00000 600.00 SIGN, GROUND MOUNTED, RESET | | | 0131 804-06725 4.000 EACH| 19.60000 78.40| 20.70000 82.80| 28.00000 112.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0132 804-06770 66.000 EACH| 16.63000 1097.58| 17.75000 1171.50| 22.00000 1452.00 DELINEATOR POST | | | 0133 804-76350 12.000 EACH| 25.50000 306.00| 27.00000 324.00| 28.00000 336.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0134 808-06712 1173.000 LFT | 0.04000 46.92| 0.03000 35.19| 0.43000 504.39 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0135 808-06713 79054.000 LFT | 0.04000 3162.16| 0.03000 2371.62| 0.43000 33993.22 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0136 808-06714 69044.000 LFT | 0.04000 2761.76| 0.03000 2071.32| 0.43000 29688.92 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0138 808-75996 312.000 EACH| 3.37000 1051.44| 3.55000 1107.60| 4.15000 1294.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0139 808-75998 890.000 EACH| 24.23000 21564.70| 25.50000 22695.00| 30.00000 26700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0140 801-04308 6.000 EACH| 505.00000 3030.00| 530.00000 3180.00| 600.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 808-75297 260.000 LFT | 3.00000 780.00| 3.20000 832.00| 3.50000 910.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0142 202-03000 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0143 202-03000 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0144 210-05106 2.000 EACH| 587.00000 1174.00| 600.00000 1200.00| 900.00000 1800.00 CONCRETE , ANCHOR, MIN. AREA 1.6 SQ. FT.| | | 0145 210-05106 2.000 EACH| 1477.00000 2954.00| 1500.00000 3000.00| 2800.00000 5600.00 CONCRETE , ANCHOR, MIN. AREA 74.3 SQ. | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1917625 |(3) 35-1386990 |FREESEN, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 715-06004 8.000 EACH| 747.00000 5976.00| 650.00000 5200.00| 975.00000 7800.00 CONCRETE ANCHOR, 48 IN. | | | 0147 715-05841 6.000 EACH| 740.00000 4440.00| 870.00000 5220.00| 1000.00000 6000.00 CONCRETE ANCHOR, 60 IN. | | | 0148 718-52610 3810.000 CYS | 19.94000 75971.40| 21.15000 80581.50| 17.00000 64770.00 AGGREGATE FOR UNDERDRAINS | | | 0149 718-99153 33522.000 SYS | 0.89000 29834.58| 0.93000 31175.46| 1.97000 66038.34 GEOTEXTILES FOR UNDERDRAIN | | | 0150 202-03000 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | SECTION TOTALS | $ 4,919,933.34| $ 5,133,611.46| $ 5,173,918.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,919,933.34| $ 5,133,611.46| $ 5,173,918.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 15.000 MOS | 1200.00000 18000.00| 1460.00000 21900.00| 1023.58000 15353.70 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 130000.00000 130000.00| 95000.00000 95000.00| 132622.31000 132622.31 CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 7600.00000 7600.00| 10000.00000 10000.00| 7770.01000 7770.01 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 275000.00000 275000.00| 232000.00000 232000.00| 129775.74000 129775.74 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 125000.00000 125000.00| 120000.00000 120000.00| 188142.86000 188142.86 CLEARING RIGHT OF WAY | | | 0006 202-02240 191.000 SYS | 14.20000 2712.20| 10.00000 1910.00| 9.19000 1755.29 PAVEMENT, REMOVE | | | 0008 202-51133 197.000 LFT | 10.80000 2127.60| 10.00000 1970.00| 10.11000 1991.67 RAILING, REMOVE | | | 0009 202-51328 LUMP| 20750.00000 20750.00| 20000.00000 20000.00| 21287.69000 21287.69 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51330 LUMP| 20750.00000 20750.00| 20000.00000 20000.00| 21287.69000 21287.69 PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 385.000 SYS | 5.46000 2102.10| 20.00000 7700.00| 8.42000 3241.70 SURFACE MILLING, ASPHALT | | | 0012 202-91203 LUMP| 10350.00000 10350.00| 25000.00000 25000.00| 19908.25000 19908.25 CULVERT AND HEADWALLS, CONCRETE, REMOVE | | | 0013 203-02000 164866.000 CYS | 3.75000 618247.50| 5.25000 865546.50| 6.22000 1025466.52 EXCAVATION, COMMON | | | 0014 203-02045 12712.000 CYS | 6.80000 86441.60| 2.00000 25424.00| 6.10000 77543.20 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-02100 17898.000 CYS | 6.80000 121706.40| 5.25000 93964.50| 5.81000 103987.38 EXCAVATION, PEAT | | | 0016 203-51223 808.000 CYS | 10.00000 8080.00| 9.00000 7272.00| 10.64000 8597.12 EXCAVATION, WATERWAY | | | 0017 205-02224 9320.000 LFT | 1.60000 14912.00| 1.70000 15844.00| 1.65000 15378.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02226 280.000 LFT | 14.50000 4060.00| 15.50000 4340.00| 14.90000 4172.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0019 205-02228 32428.000 LFT | 4.10000 132954.80| 1.15000 37292.20| 4.69000 152087.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02229 420.000 LFT | 2.40000 1008.00| 2.50000 1050.00| 2.45000 1029.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02231 12798.000 LFT | 12.00000 153576.00| 1.70000 21756.60| 7.25000 92785.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02232 21080.000 CYS | 4.50000 94860.00| 7.00000 147560.00| 5.40000 113832.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0023 205-02234 21.000 EACH| 67.00000 1407.00| 71.75000 1506.75| 69.18000 1452.78 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0024 205-02236 1.000 EACH| 67.00000 67.00| 71.75000 71.75| 69.18000 69.18 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0025 205-02770 2439.000 SYS | 3.42000 8341.38| 3.60000 8780.40| 3.51000 8560.89 EROSION CONTROL BLANKET | | | 0026 211-02050 21478.000 CYS | 12.87000 276421.86| 13.00000 279214.00| 10.54000 226378.12 B BORROW | | | 0027 211-02060 4353.000 CYS | 13.37000 58199.61| 16.00000 69648.00| 19.23000 83708.19 B BORROW FOR STRUCTURE BACKFILL | | | 0028 303-04075 470.000 TON | 9.63000 4526.10| 17.50000 8225.00| 22.08000 10377.60 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0029 303-52308 42077.000 TON | 9.29000 390895.33| 11.50000 483885.50| 10.22000 430026.94 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0030 303-52309 491.000 TON | 9.63000 4728.33| 21.00000 10311.00| 18.35000 9009.85 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0031 401-05437 9153.000 TON | 31.20000 285573.60| 36.00000 329508.00| 33.76000 309005.28 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 11282.000 TON | 32.85000 370613.70| 36.00000 406152.00| 33.26000 375239.32 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 7381.000 TON | 34.36000 253611.16| 39.00000 287859.00| 36.41000 268742.21 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 5252.000 TON | 31.72000 166593.44| 37.00000 194324.00| 33.19000 174313.88 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 402-05483 2894.000 TON | 31.72000 91797.68| 38.00000 109972.00| 35.12000 101637.28 HMA BASE C25.0 mm, SHOULDER | | | 0036 402-05495 27.000 TON | 41.41000 1118.07| 63.00000 1701.00| 56.47000 1524.69 HMA WEDGE AND LEVEL | | | 0037 404-05511 31661.000 SYS | 1.04000 32927.44| 1.20000 37993.20| 1.08000 34193.88 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 405-05517 154.100 TON | 285.00000 43918.50| 270.00000 41607.00| 253.13000 39007.33 ASPHALT FOR PRIME COAT | | | 0039 406-05520 41.900 TON | 217.00000 9092.30| 330.00000 13827.00| 301.10000 12616.09 ASPHALT FOR TACK COAT | | | 0040 501-02400 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 4305.91000 4305.91 PROFILOGRAPH | | | 0041 501-05090 114.000 SYS | 51.80000 5905.20| 44.00000 5016.00| 53.22000 6067.08 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0042 501-51112 4.000 EACH| 150.00000 600.00| 29.00000 116.00| 10.65000 42.60 ANCHOR BOLT | | | 0043 601-01522 4.000 EACH| 1320.00000 5280.00| 1200.00000 4800.00| 1021.81000 4087.24 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-01626 1.000 EACH| 1730.00000 1730.00| 1800.80000 1800.80| 1266.62000 1266.62 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0045 601-01700 3.000 EACH| 1840.00000 5520.00| 1600.00000 4800.00| 1617.86000 4853.58 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0046 601-01846 2.000 EACH| 1840.00000 3680.00| 1600.00000 3200.00| 1617.87000 3235.74 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0047 601-02636 325.000 LFT | 20.50000 6662.50| 15.50000 5037.50| 14.37000 4670.25 GUARDRAIL, W BEAM, NESTED | | | 0048 601-06037 27.000 EACH| 595.00000 16065.00| 610.00000 16470.00| 570.51000 15403.77 GUARDRAIL END TREATMENT, I | | | 0049 601-99105 4000.000 LFT | 10.10000 40400.00| 10.25000 41000.00| 11.60000 46400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 603-06040 3915.000 LFT | 6.20000 24273.00| 5.50000 21532.50| 6.33000 24781.95 FENCE, FARM FIELD, 47 IN. | | | 0051 603-95217 1.000 EACH| 750.00000 750.00| 1150.00000 1150.00| 1144.21000 1144.21 FENCE GATE, FARM FIELD, 47 IN. X 30 FT. | | | 0052 607-06370 700.000 LFT | 30.00000 21000.00| 44.00000 30800.00| 47.09000 32963.00 PAVED SIDE DITCH, H | | | 0053 608-04396 2.000 EACH| 975.00000 1950.00| 600.00000 1200.00| 340.59000 681.18 SHOULDER DRAIN | | | 0054 610-05527 62.000 TON | 67.38000 4177.56| 78.00000 4836.00| 70.44000 4367.28 HMA FOR APPROACHES | | | 0055 611-95023 4.000 EACH| 185.00000 740.00| 100.00000 400.00| 158.83000 635.32 MAILBOX ASSEMBLY, RESET | | | 0056 615-06490 241.000 EACH| 110.00000 26510.00| 150.00000 36150.00| 113.89000 27447.49 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 615-06505 22.000 EACH| 322.00000 7084.00| 325.00000 7150.00| 332.21000 7308.62 MONUMENT, B | | | 0058 615-06510 11.000 EACH| 262.00000 2882.00| 260.00000 2860.00| 271.67000 2988.37 MONUMENT, C | | | 0059 615-06525 5.000 EACH| 230.00000 1150.00| 240.00000 1200.00| 239.49000 1197.45 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0060 615-06527 1.000 EACH| 262.00000 262.00| 260.00000 260.00| 269.29000 269.29 MONUMENT, SECTION CORNER | | | 0061 616-02320 14260.000 SYS | 1.70000 24242.00| 3.60000 51336.00| 3.41000 48626.60 GEOTEXTILES | | | 0062 616-06405 14945.000 TON | 17.23000 257502.35| 15.00000 224175.00| 15.57000 232693.65 RIPRAP, REVETMENT | | | 0063 619-51859 LUMP| 28500.00000 28500.00| 21000.00000 21000.00| 29270.57000 29270.57 PAINT STEEL BRIDGE | | | 0064 619-61000 LUMP| 31100.00000 31100.00| 42000.00000 42000.00| 31931.53000 31931.53 CLEAN STEEL BRIDGE | | | 0065 619-93423 LUMP| 5180.00000 5180.00| 6000.00000 6000.00| 5321.92000 5321.92 POLLUTION CONTROL | | | 0066 621-01004 5.000 EACH| 675.00000 3375.00| 680.00000 3400.00| 691.85000 3459.25 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02356 150.000 LBS | 57.00000 8550.00| 58.00000 8700.00| 58.54000 8781.00 SEEDING, WETLAND | | | 0068 621-06545 18.300 TON | 521.00000 9534.30| 625.00000 11437.50| 535.39000 9797.64 FERTILIZER | | | 0069 621-06548 29.000 LBS | 22.80000 661.20| 23.00000 667.00| 23.42000 679.18 SEED MIXTURE, CV | | | 0070 621-06553 7722.000 LBS | 3.52000 27181.44| 3.60000 27799.20| 3.62000 27953.64 SEED MIXTURE, R | | | 0071 621-06565 91.500 TON | 401.00000 36691.50| 400.00000 36600.00| 411.92000 37690.68 MULCHING MATERIAL | | | 0072 621-06567 47.000 MG | 2.10000 98.70| 2.10000 98.70| 2.13000 100.11 WATER | | | 0073 621-06575 11806.000 SYS | 2.54000 29987.24| 2.60000 30695.60| 2.61000 30813.66 SODDING, NURSERY | | | 0074 622-52436 2.000 EACH| 25.90000 51.80| 30.00000 60.00| 26.61000 53.22 SIGN, DO NOT MOW OR SPRAY | | | 0075 622-91786 1050.000 EACH| 6.22000 6531.00| 6.30000 6615.00| 6.39000 6709.50 SEEDLING | | | 0076 702-51005 2.600 CYS | 1036.00000 2693.60| 750.00000 1950.00| 1064.38000 2767.39 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 702-51110 768.000 LBS | 3.10000 2380.80| 2.40000 1843.20| 3.19000 2449.92 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0079 703-51030 2709.000 LBS | 1.04000 2817.36| 0.75000 2031.75| 1.06000 2871.54 REINFORCING STEEL | | | 0080 703-51032 9971.000 LBS | 1.04000 10369.84| 0.80000 7976.80| 1.06000 10569.26 REINFORCING STEEL, EPOXY COATED | | | 0081 704-51002 65.600 CYS | 466.00000 30569.60| 475.00000 31160.00| 478.97000 31420.43 CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-91957 196.000 LFT | 40.00000 7840.00| 35.00000 6860.00| 31.40000 6154.40 BRIDGE RAILING, THRIE BEAM | | | 0083 709-51821 LUMP| 2280.00000 2280.00| 3500.00000 3500.00| 2341.65000 2341.65 SURFACE SEAL | | | 0084 711-51877 LUMP| 70000.00000 70000.00| 7000.00000 7000.00| 21287.69000 21287.69 JACKING AND SUPPORTING BEAMS | | | 0085 714-03437 593.250 SFT | 51.80000 30730.35| 40.00000 23730.00| 63.86000 37884.95 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0086 714-04539 84.830 LFT | 1050.00000 89071.50| 1900.00000 161177.00| 1078.22000 91465.40 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 20 FT. X 10 FT. | | | 0087 714-06319 77.000 LFT | 767.00000 59059.00| 980.00000 75460.00| 787.64000 60648.28 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 5 FT. | | | 0088 714-26724 114.000 LFT | 572.00000 65208.00| 740.00000 84360.00| 588.21000 67055.94 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0089 714-26725 100.000 LFT | 642.00000 64200.00| 845.00000 84500.00| 659.92000 65992.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0090 715-05019 100.000 LFT | 40.00000 4000.00| 36.00000 3600.00| 42.68000 4268.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0091 715-05048 38314.000 LFT | 2.20000 84290.80| 2.20000 84290.80| 2.66000 101915.24 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0092 715-05049 100.000 LFT | 7.30000 730.00| 14.00000 1400.00| 11.29000 1129.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0093 715-05051 100.000 LFT | 11.00000 1100.00| 18.00000 1800.00| 13.38000 1338.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0094 715-05052 100.000 LFT | 14.00000 1400.00| 19.00000 1900.00| 13.73000 1373.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0095 715-05118 280.000 LFT | 20.50000 5740.00| 17.00000 4760.00| 17.12000 4793.60 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0096 715-05121 106.000 LFT | 24.00000 2544.00| 19.00000 2014.00| 23.07000 2445.42 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05123 468.000 LFT | 29.00000 13572.00| 24.00000 11232.00| 31.84000 14901.12 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0098 715-05128 258.000 LFT | 50.50000 13029.00| 65.00000 16770.00| 62.66000 16166.28 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0099 715-05133 366.000 LFT | 80.00000 29280.00| 95.00000 34770.00| 83.70000 30634.20 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0100 715-05169 866.000 LFT | 21.50000 18619.00| 17.00000 14722.00| 18.92000 16384.72 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0101 715-05171 270.000 LFT | 25.00000 6750.00| 18.00000 4860.00| 20.15000 5440.50 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0102 715-05173 160.000 LFT | 29.00000 4640.00| 23.00000 3680.00| 29.81000 4769.60 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0103 715-05177 120.000 LFT | 40.00000 4800.00| 34.00000 4080.00| 29.61000 3553.20 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0104 715-05228 90.000 LFT | 31.00000 2790.00| 36.00000 3240.00| 26.65000 2398.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0105 715-05298 98.000 LFT | 280.00000 27440.00| 350.00000 34300.00| 225.76000 22124.48 PIPE, TYPE 1, DEFORMED, MIN. AREA 74.3 | | | SQ. FT. | | | 0106 715-46005 6.000 EACH| 280.00000 1680.00| 180.00000 1080.00| 236.36000 1418.16 PIPE END SECTION, 15 IN. | | | 0107 715-46010 2.000 EACH| 312.00000 624.00| 200.00000 400.00| 253.82000 507.64 PIPE END SECTION, 18 IN. | | | 0108 715-46020 4.000 EACH| 367.00000 1468.00| 420.00000 1680.00| 291.29000 1165.16 PIPE END SECTION, 24 IN. | | | 0109 715-46040 6.000 EACH| 587.00000 3522.00| 550.00000 3300.00| 480.31000 2881.86 PIPE END SECTION, 36 IN. | | | 0110 715-91361 1830.000 LFT | 9.00000 16470.00| 11.00000 20130.00| 3.23000 5910.90 PIPE, PVC, 6 IN. | | | 0111 718-04881 66.000 EACH| 220.00000 14520.00| 190.00000 12540.00| 141.56000 9342.96 OUTLET PROTECTOR, B | | | 0112 720-45025 2.000 EACH| 1650.00000 3300.00| 1100.00000 2200.00| 1775.24000 3550.48 INLET, D6 | | | 0113 730-03475 24.000 EACH| 330.00000 7920.00| 225.00000 5400.00| 269.40000 6465.60 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0114 730-03476 12.000 EACH| 630.00000 7560.00| 450.00000 5400.00| 334.97000 4019.64 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0115 730-03584 10.000 EACH| 460.00000 4600.00| 330.00000 3300.00| 363.06000 3630.60 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0116 801-06207 1323.000 LFT | 3.35000 4432.05| 3.00000 3969.00| 2.87000 3797.01 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06605 8.000 EACH| 102.00000 816.00| 110.00000 880.00| 105.37000 842.96 BARRICADE, IIIA | | | 0118 801-06606 16.000 EACH| 154.50000 2472.00| 160.00000 2560.00| 158.59000 2537.44 BARRICADE, IIIB | | | 0120 801-06625 36.000 EACH| 82.00000 2952.00| 87.00000 3132.00| 84.09000 3027.24 DETOUR ROUTE MARKER ASSEMBLY | | | 0121 801-06640 36.000 EACH| 123.00000 4428.00| 130.00000 4680.00| 126.66000 4559.76 CONSTRUCTION SIGN, A | | | 0122 801-06645 19.000 EACH| 26.00000 494.00| 27.50000 522.50| 26.61000 505.59 CONSTRUCTION SIGN, B | | | 0123 801-06775 LUMP| 125000.00000 125000.00| 15000.00000 15000.00| 15854.85000 15854.85 MAINTAINING TRAFFIC | | | 0124 802-05701 855.500 LFT | 3.30000 2823.15| 8.50000 7271.75| 8.54000 7305.97 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 389.500 LFT | 6.05000 2356.48| 6.00000 2337.00| 6.21000 2418.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-05706 96.500 LFT | 8.80000 849.20| 9.00000 868.50| 9.03000 871.40 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0127 802-76025 202.590 SFT | 11.10000 2248.75| 11.00000 2228.49| 11.42000 2313.58 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0128 802-76035 419.450 SFT | 11.20000 4697.84| 11.50000 4823.68| 11.51000 4827.87 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0129 802-76045 132.000 SFT | 14.50000 1914.00| 15.00000 1980.00| 14.85000 1960.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0130 802-91122 4.000 EACH| 104.00000 416.00| 105.00000 420.00| 106.44000 425.76 SIGN, GROUND MOUNTED, RESET | | | 0131 804-06725 4.000 EACH| 19.90000 79.60| 20.00000 80.00| 20.44000 81.76 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0132 804-06770 66.000 EACH| 16.90000 1115.40| 17.00000 1122.00| 17.35000 1145.10 DELINEATOR POST | | | 0133 804-76350 12.000 EACH| 25.90000 310.80| 27.00000 324.00| 26.61000 319.32 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0134 808-06712 1173.000 LFT | 0.04000 46.92| 0.04000 46.92| 0.04000 46.92 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0135 808-06713 79054.000 LFT | 0.04000 3162.16| 0.04000 3162.16| 0.04000 3162.16 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-1167376 |FOX CONTRACTORS |ATLAS EXCAVATING, INC. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 808-06714 69044.000 LFT | 0.04000 2761.76| 0.04000 2761.76| 0.04000 2761.76 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0138 808-75996 312.000 EACH| 3.40000 1060.80| 6.00000 1872.00| 3.51000 1095.12 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0139 808-75998 890.000 EACH| 24.60000 21894.00| 24.00000 21360.00| 25.28000 22499.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0140 801-04308 6.000 EACH| 513.00000 3078.00| 525.00000 3150.00| 526.87000 3161.22 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 808-75297 260.000 LFT | 3.05000 793.00| 3.10000 806.00| 3.14000 816.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0142 202-03000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 2534.26000 2534.26 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0143 202-03000 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 753.80000 753.80 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0144 210-05106 2.000 EACH| 370.00000 740.00| 1020.00000 2040.00| 1767.10000 3534.20 CONCRETE , ANCHOR, MIN. AREA 1.6 SQ. FT.| | | 0145 210-05106 2.000 EACH| 1110.00000 2220.00| 2070.00000 4140.00| 2124.69000 4249.38 CONCRETE , ANCHOR, MIN. AREA 74.3 SQ. | | | FT. | | | 0146 715-06004 8.000 EACH| 950.00000 7600.00| 1090.00000 8720.00| 788.71000 6309.68 CONCRETE ANCHOR, 48 IN. | | | 0147 715-05841 6.000 EACH| 1110.00000 6660.00| 1020.00000 6120.00| 986.46000 5918.76 CONCRETE ANCHOR, 60 IN. | | | 0148 718-52610 3810.000 CYS | 26.90000 102489.00| 21.00000 80010.00| 23.10000 88011.00 AGGREGATE FOR UNDERDRAINS | | | 0149 718-99153 33522.000 SYS | 1.60000 53635.20| 0.90000 30169.80| 0.55000 18437.10 GEOTEXTILES FOR UNDERDRAIN | | | 0150 202-03000 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 3151.60000 3151.60 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | SECTION TOTALS | $ 5,599,033.45| $ 5,737,933.31| $ 5,786,551.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,599,033.45| $ 5,737,933.31| $ 5,786,551.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 15.000 MOS | 1748.33000 26224.95| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 300000.00000 300000.00| | CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 3000.00000 3000.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 300000.00000 300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 80000.00000 80000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 191.000 SYS | 16.60000 3170.60| | PAVEMENT, REMOVE | | | 0008 202-51133 197.000 LFT | 3.45000 679.65| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 20074.30000 20074.30| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51330 LUMP| 5728.17000 5728.17| | PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 385.000 SYS | 5.00000 1925.00| | SURFACE MILLING, ASPHALT | | | 0012 202-91203 LUMP| 3558.18000 3558.18| | CULVERT AND HEADWALLS, CONCRETE, REMOVE | | | 0013 203-02000 164866.000 CYS | 5.57000 918303.62| | EXCAVATION, COMMON | | | 0014 203-02045 12712.000 CYS | 2.65000 33686.80| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-02100 17898.000 CYS | 6.40000 114547.20| | EXCAVATION, PEAT | | | 0016 203-51223 808.000 CYS | 25.00000 20200.00| | EXCAVATION, WATERWAY | | | 0017 205-02224 9320.000 LFT | 1.55000 14446.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02226 280.000 LFT | 14.00000 3920.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0019 205-02228 32428.000 LFT | 2.00000 64856.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02229 420.000 LFT | 2.30000 966.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02231 12798.000 LFT | 2.80000 35834.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02232 21080.000 CYS | 5.53000 116572.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0023 205-02234 21.000 EACH| 65.00000 1365.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0024 205-02236 1.000 EACH| 65.00000 65.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0025 205-02770 2439.000 SYS | 4.00000 9756.00| | EROSION CONTROL BLANKET | | | 0026 211-02050 21478.000 CYS | 10.00000 214780.00| | B BORROW | | | 0027 211-02060 4353.000 CYS | 16.00000 69648.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0028 303-04075 470.000 TON | 12.00000 5640.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0029 303-52308 42077.000 TON | 11.01000 463267.77| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0030 303-52309 491.000 TON | 12.50000 6137.50| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0031 401-05437 9153.000 TON | 31.00000 283743.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 11282.000 TON | 32.00000 361024.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 7381.000 TON | 34.00000 250954.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 5252.000 TON | 31.00000 162812.00| | QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 402-05483 2894.000 TON | 31.00000 89714.00| | HMA BASE C25.0 mm, SHOULDER | | | 0036 402-05495 27.000 TON | 40.00000 1080.00| | HMA WEDGE AND LEVEL | | | 0037 404-05511 31661.000 SYS | 1.00000 31661.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 405-05517 154.100 TON | 275.00000 42377.50| | ASPHALT FOR PRIME COAT | | | 0039 406-05520 41.900 TON | 210.00000 8799.00| | ASPHALT FOR TACK COAT | | | 0040 501-02400 LUMP| 4795.00000 4795.00| | PROFILOGRAPH | | | 0041 501-05090 114.000 SYS | 53.91000 6145.74| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0042 501-51112 4.000 EACH| 208.55000 834.20| | ANCHOR BOLT | | | 0043 601-01522 4.000 EACH| 1140.00000 4560.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-01626 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0045 601-01700 3.000 EACH| 1515.00000 4545.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0046 601-01846 2.000 EACH| 1515.00000 3030.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0047 601-02636 325.000 LFT | 40.00000 13000.00| | GUARDRAIL, W BEAM, NESTED | | | 0048 601-06037 27.000 EACH| 555.00000 14985.00| | GUARDRAIL END TREATMENT, I | | | 0049 601-99105 4000.000 LFT | 21.25000 85000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 603-06040 3915.000 LFT | 5.25000 20553.75| | FENCE, FARM FIELD, 47 IN. | | | 0051 603-95217 1.000 EACH| 720.00000 720.00| | FENCE GATE, FARM FIELD, 47 IN. X 30 FT. | | | 0052 607-06370 700.000 LFT | 42.22000 29554.00| | PAVED SIDE DITCH, H | | | 0053 608-04396 2.000 EACH| 181.94000 363.88| | SHOULDER DRAIN | | | 0054 610-05527 62.000 TON | 200.00000 12400.00| | HMA FOR APPROACHES | | | 0055 611-95023 4.000 EACH| 150.00000 600.00| | MAILBOX ASSEMBLY, RESET | | | 0056 615-06490 241.000 EACH| 98.50000 23738.50| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 615-06505 22.000 EACH| 335.00000 7370.00| | MONUMENT, B | | | 0058 615-06510 11.000 EACH| 315.00000 3465.00| | MONUMENT, C | | | 0059 615-06525 5.000 EACH| 362.33000 1811.65| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0060 615-06527 1.000 EACH| 315.00000 315.00| | MONUMENT, SECTION CORNER | | | 0061 616-02320 14260.000 SYS | 3.00000 42780.00| | GEOTEXTILES | | | 0062 616-06405 14945.000 TON | 17.00000 254065.00| | RIPRAP, REVETMENT | | | 0063 619-51859 LUMP| 11250.00000 11250.00| | PAINT STEEL BRIDGE | | | 0064 619-61000 LUMP| 31500.00000 31500.00| | CLEAN STEEL BRIDGE | | | 0065 619-93423 LUMP| 2250.00000 2250.00| | POLLUTION CONTROL | | | 0066 621-01004 5.000 EACH| 650.00000 3250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02356 150.000 LBS | 55.00000 8250.00| | SEEDING, WETLAND | | | 0068 621-06545 18.300 TON | 503.00000 9204.90| | FERTILIZER | | | 0069 621-06548 29.000 LBS | 22.00000 638.00| | SEED MIXTURE, CV | | | 0070 621-06553 7722.000 LBS | 3.40000 26254.80| | SEED MIXTURE, R | | | 0071 621-06565 91.500 TON | 387.00000 35410.50| | MULCHING MATERIAL | | | 0072 621-06567 47.000 MG | 2.00000 94.00| | WATER | | | 0073 621-06575 11806.000 SYS | 2.45000 28924.70| | SODDING, NURSERY | | | 0074 622-52436 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0075 622-91786 1050.000 EACH| 6.00000 6300.00| | SEEDLING | | | 0076 702-51005 2.600 CYS | 2000.00000 5200.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 702-51110 768.000 LBS | 3.13000 2403.84| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0079 703-51030 2709.000 LBS | 0.75000 2031.75| | REINFORCING STEEL | | | 0080 703-51032 9971.000 LBS | 0.90000 8973.90| | REINFORCING STEEL, EPOXY COATED | | | 0081 704-51002 65.600 CYS | 639.62000 41959.07| | CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-91957 196.000 LFT | 51.15000 10025.40| | BRIDGE RAILING, THRIE BEAM | | | 0083 709-51821 LUMP| 1750.00000 1750.00| | SURFACE SEAL | | | 0084 711-51877 LUMP| 5917.83000 5917.83| | JACKING AND SUPPORTING BEAMS | | | 0085 714-03437 593.250 SFT | 31.76000 18841.62| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0086 714-04539 84.830 LFT | 1544.61000 131029.27| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 20 FT. X 10 FT. | | | 0087 714-06319 77.000 LFT | 588.49000 45313.73| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 5 FT. | | | 0088 714-26724 114.000 LFT | 447.06000 50964.84| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0089 714-26725 100.000 LFT | 472.27000 47227.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0090 715-05019 100.000 LFT | 39.34000 3934.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0091 715-05048 38314.000 LFT | 1.95000 74712.30| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0092 715-05049 100.000 LFT | 9.45000 945.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0093 715-05051 100.000 LFT | 10.35000 1035.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0094 715-05052 100.000 LFT | 10.91000 1091.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0095 715-05118 280.000 LFT | 17.82000 4989.60| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0096 715-05121 106.000 LFT | 23.40000 2480.40| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05123 468.000 LFT | 27.94000 13075.92| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0098 715-05128 258.000 LFT | 62.08000 16016.64| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0099 715-05133 366.000 LFT | 107.94000 39506.04| | PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0100 715-05169 866.000 LFT | 19.82000 17164.12| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0101 715-05171 270.000 LFT | 20.44000 5518.80| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0102 715-05173 160.000 LFT | 20.44000 3270.40| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0103 715-05177 120.000 LFT | 43.33000 5199.60| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0104 715-05228 90.000 LFT | 27.86000 2507.40| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0105 715-05298 98.000 LFT | 355.36000 34825.28| | PIPE, TYPE 1, DEFORMED, MIN. AREA 74.3 | | | SQ. FT. | | | 0106 715-46005 6.000 EACH| 203.85000 1223.10| | PIPE END SECTION, 15 IN. | | | 0107 715-46010 2.000 EACH| 236.12000 472.24| | PIPE END SECTION, 18 IN. | | | 0108 715-46020 4.000 EACH| 263.79000 1055.16| | PIPE END SECTION, 24 IN. | | | 0109 715-46040 6.000 EACH| 471.73000 2830.38| | PIPE END SECTION, 36 IN. | | | 0110 715-91361 1830.000 LFT | 9.70000 17751.00| | PIPE, PVC, 6 IN. | | | 0111 718-04881 66.000 EACH| 167.49000 11054.34| | OUTLET PROTECTOR, B | | | 0112 720-45025 2.000 EACH| 1526.23000 3052.46| | INLET, D6 | | | 0113 730-03475 24.000 EACH| 357.15000 8571.60| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0114 730-03476 12.000 EACH| 526.90000 6322.80| | SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0115 730-03584 10.000 EACH| 420.72000 4207.20| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0116 801-06207 1323.000 LFT | 3.00000 3969.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06605 8.000 EACH| 99.00000 792.00| | BARRICADE, IIIA | | | 0118 801-06606 16.000 EACH| 149.00000 2384.00| | BARRICADE, IIIB | | | 0120 801-06625 36.000 EACH| 79.00000 2844.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0121 801-06640 36.000 EACH| 119.00000 4284.00| | CONSTRUCTION SIGN, A | | | 0122 801-06645 19.000 EACH| 25.00000 475.00| | CONSTRUCTION SIGN, B | | | 0123 801-06775 LUMP| 175204.80000 175204.80| | MAINTAINING TRAFFIC | | | 0124 802-05701 855.500 LFT | 8.02000 6861.11| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 389.500 LFT | 5.83000 2270.79| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-05706 96.500 LFT | 8.48000 818.32| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0127 802-76025 202.590 SFT | 10.73000 2173.79| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0128 802-76035 419.450 SFT | 10.81000 4534.25| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0129 802-76045 132.000 SFT | 13.95000 1841.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0130 802-91122 4.000 EACH| 100.00000 400.00| | SIGN, GROUND MOUNTED, RESET | | | 0131 804-06725 4.000 EACH| 19.20000 76.80| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0132 804-06770 66.000 EACH| 16.30000 1075.80| | DELINEATOR POST | | | 0133 804-76350 12.000 EACH| 25.00000 300.00| | DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0134 808-06712 1173.000 LFT | 0.04000 46.92| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0135 808-06713 79054.000 LFT | 0.04000 3162.16| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 130 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,402,928.94 ROUTE : STATE ROAD 26 CALL ORDER : 130 CONTRACT ID : R -23907-A COUNTIES : WARREN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 808-06714 69044.000 LFT | 0.04000 2761.76| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0138 808-75996 312.000 EACH| 3.30000 1029.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0139 808-75998 890.000 EACH| 23.75000 21137.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0140 801-04308 6.000 EACH| 495.00000 2970.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0141 808-75297 260.000 LFT | 2.95000 767.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0142 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0143 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0144 210-05106 2.000 EACH| 853.28000 1706.56| | CONCRETE , ANCHOR, MIN. AREA 1.6 SQ. FT.| | | 0145 210-05106 2.000 EACH| 1156.83000 2313.66| | CONCRETE , ANCHOR, MIN. AREA 74.3 SQ. | | | FT. | | | 0146 715-06004 8.000 EACH| 853.28000 6826.24| | CONCRETE ANCHOR, 48 IN. | | | 0147 715-05841 6.000 EACH| 898.51000 5391.06| | CONCRETE ANCHOR, 60 IN. | | | 0148 718-52610 3810.000 CYS | 14.00000 53340.00| | AGGREGATE FOR UNDERDRAINS | | | 0149 718-99153 33522.000 SYS | 0.87000 29164.14| | GEOTEXTILES FOR UNDERDRAIN | | | 0150 202-03000 LUMP| 13677.75000 13677.75| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | SECTION TOTALS | $ 5,799,275.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,799,275.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 208 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,125.45 ROUTE : CALL ORDER : 208 CONTRACT ID : R -24571-B COUNTIES : MONTGOMERY LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,345,130.20 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,406,250.15 104.5437% 3 35-1636776 LINKEL COMPANY CONDITIONAL BID $ 1,422,300.00 105.7369% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1381845 |(3) 35-1636776 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06790 10.000 MOS | 1495.00000 14950.00| 1000.00000 10000.00| 2000.00000 20000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 37995.00000 37995.00| 70000.00000 70000.00| 80000.00000 80000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67250.00000 67250.00| 70000.00000 70000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 1982.000 m | 4.80000 9513.60| 10.00000 19820.00| 15.00000 29730.00 DITCH CLEANING | | | 0005 201-52370 LUMP| 27000.00000 27000.00| 100000.00000 100000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0006 203-02000 12458.000 m3 | 10.85000 135169.30| 12.00000 149496.00| 12.00000 149496.00 EXCAVATION, COMMON | | | 0007 205-02224 636.000 m | 5.80000 3688.80| 6.50000 4134.00| 8.00000 5088.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02228 60.000 m | 51.00000 3060.00| 20.00000 1200.00| 50.00000 3000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0009 205-02229 403.800 m | 8.35000 3371.73| 10.00000 4038.00| 16.00000 6460.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 13.000 EACH| 55.85000 726.05| 60.00000 780.00| 65.00000 845.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 1.000 EACH| 83.75000 83.75| 90.00000 90.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 210-03825 1.000 EACH| 8895.00000 8895.00| 13700.00000 13700.00| 15000.00000 15000.00 SHELTER , PICNIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 208 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,125.45 ROUTE : CALL ORDER : 208 CONTRACT ID : R -24571-B COUNTIES : MONTGOMERY LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1381845 |(3) 35-1636776 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 210-04181 2.000 EACH| 1170.00000 2340.00| 1200.00000 2400.00| 1000.00000 2000.00 BICYCLE RACK | | | 0014 210-97671 2.000 EACH| 1850.00000 3700.00| 1400.00000 2800.00| 500.00000 1000.00 PICNIC TABLE | | | 0015 211-02060 474.700 m3 | 36.00000 17089.20| 25.00000 11867.50| 30.00000 14241.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 4833.200 Mg | 17.20000 83131.04| 18.00000 86997.60| 12.00000 57998.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 7.400 Mg | 185.00000 1369.00| 203.50000 1505.90| 250.00000 1850.00 HMA FOR PATCHING | | | 0018 402-05468 2482.300 Mg | 44.00000 109221.20| 48.40000 120143.32| 60.00000 148938.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05477 1100.700 Mg | 51.00000 56135.70| 56.10000 61749.27| 60.00000 66042.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 1773.700 m2 | 3.60000 6385.32| 4.00000 7094.80| 5.00000 8868.50 SEAL COAT, 5 | | | 0021 405-05517 25.900 Mg | 320.00000 8288.00| 352.00000 9116.80| 400.00000 10360.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.300 Mg | 235.00000 1010.50| 260.00000 1118.00| 350.00000 1505.00 ASPHALT FOR TACK COAT | | | 0023 501-05050 78.500 m2 | 61.00000 4788.50| 40.00000 3140.00| 100.00000 7850.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0024 601-03970 412.600 m | 73.80000 30449.88| 77.00000 31770.20| 80.00000 33008.00 RAILING, WOOD, 1.372 m | | | 0025 601-06037 1.000 EACH| 720.00000 720.00| 750.00000 750.00| 1500.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 1.000 EACH| 4125.00000 4125.00| 3800.00000 3800.00| 5000.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-95434 387.200 m | 66.80000 25864.96| 69.25000 26813.60| 80.00000 30976.00 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0028 601-99105 27.000 m | 39.00000 1053.00| 40.00000 1080.00| 150.00000 4050.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 604-06069 22.800 m2 | 75.00000 1710.00| 60.00000 1368.00| 60.00000 1368.00 CURB RAMP, CONCRETE | | | 0030 604-91531 58.500 m2 | 40.00000 2340.00| 32.00000 1872.00| 35.00000 2047.50 SIDEWALK, CONCRETE, 100 mm | | | 0031 605-06120 2.000 m | 80.00000 160.00| 100.00000 200.00| 68.00000 136.00 CURB, CONCRETE | | | 0032 605-06150 65.000 m | 48.00000 3120.00| 66.00000 4290.00| 60.00000 3900.00 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 208 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,125.45 ROUTE : CALL ORDER : 208 CONTRACT ID : R -24571-B COUNTIES : MONTGOMERY LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1381845 |(3) 35-1636776 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 610-05527 127.100 Mg | 115.00000 14616.50| 132.25000 16808.98| 150.00000 19065.00 HMA FOR APPROACHES | | | 0034 611-05330 36.400 m2 | 59.00000 2147.60| 50.00000 1820.00| 50.00000 1820.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 615-06496 37.000 EACH| 40.00000 1480.00| 70.00000 2590.00| 75.00000 2775.00 PARKING BARRIER | | | 0036 616-02320 349.400 m2 | 2.20000 768.68| 3.50000 1222.90| 5.00000 1747.00 GEOTEXTILES | | | 0037 616-06405 130.400 Mg | 28.00000 3651.20| 20.00000 2608.00| 25.00000 3260.00 RIPRAP, REVETMENT | | | 0038 616-06451 2067.400 Mg | 28.75000 59437.75| 23.00000 47550.20| 20.00000 41348.00 RIPRAP, UNIFORM | | | 0039 616-96249 2392.900 m2 | 2.30000 5503.67| 3.50000 8375.15| 5.00000 11964.50 GEOTEXTILE DITCH LINER FOR USE UNDER | | | RIPRAP | | | 0040 617-04488 1788.900 m2 | 3.85000 6887.27| 3.50000 6261.15| 6.00000 10733.40 GEOGRID, SUBGRADE | | | 0041 621-01004 2.000 EACH| 835.00000 1670.00| 850.00000 1700.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 14493.000 m2 | 0.24000 3478.32| 0.36000 5217.48| 0.50000 7246.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0043 621-04317 10425.000 m2 | 2.40000 25020.00| 2.50000 26062.50| 3.00000 31275.00 MULCHED SEEDING , NATIVE MIX, WITH | | | STRAWMAT | | | 0044 621-04317 18560.000 m2 | 1.55000 28768.00| 1.70000 31552.00| 2.00000 37120.00 MULCHED SEEDING , WILD FLOWER MIX | | | 0045 621-06559 7875.000 m2 | 0.44000 3465.00| 0.46000 3622.50| 0.60000 4725.00 MULCHED SEEDING, R | | | 0046 621-06567 116.000 kL | 0.70000 81.20| 0.69000 80.04| 1.00000 116.00 WATER | | | 0047 621-06575 2520.700 m2 | 3.20000 8066.24| 3.35000 8444.35| 3.50000 8822.45 SODDING, NURSERY | | | 0048 621-98038 11.300 m3 | 72.50000 819.25| 75.00000 847.50| 75.00000 847.50 MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-03949 2.000 EACH| 1080.00000 2160.00| 750.00000 1500.00| 1000.00000 2000.00 TRASH RECEPTACLE, ORNAMENTAL | | | 0050 701-51150 200.000 m | 133.50000 26700.00| 75.00000 15000.00| 50.00000 10000.00 PILES, TIMBER, DRIVEN | | | 0051 702-51005 5.200 m3 | 895.00000 4654.00| 500.00000 2600.00| 900.00000 4680.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 208 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,125.45 ROUTE : CALL ORDER : 208 CONTRACT ID : R -24571-B COUNTIES : MONTGOMERY LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1381845 |(3) 35-1636776 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-51015 36.900 m3 | 625.00000 23062.50| 500.00000 18450.00| 600.00000 22140.00 CONCRETE, B, FOOTINGS | | | 0053 702-94656 0.700 m3 | 425.00000 297.50| 700.00000 490.00| 800.00000 560.00 CONCRETE, B | | | 0054 703-96177 1376.200 kg | 4.25000 5848.85| 2.20000 3027.64| 2.00000 2752.40 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0055 711-51035 2893.000 kg | 16.90000 48891.70| 15.70000 45420.10| 2.00000 5786.00 STRUCTURAL STEEL | | | 0056 712-03812 2.000 EACH| 1220.00000 2440.00| 1100.00000 2200.00| 1500.00000 3000.00 BENCH | | | 0057 712-03862 LUMP| 38995.00000 38995.00| 34000.00000 34000.00| 140000.00000 140000.00 PREFABRICATED BRIDGE | | | 0058 712-97578 70.300 m3 | 1555.00000 109316.50| 1300.00000 91390.00| 500.00000 35150.00 LUMBER AND TIMBER, TREATED | | | 0059 714-06249 70.700 m | 2350.00000 166145.00| 2125.00000 150237.50| 1000.00000 70700.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 3600mm X 1800 mm | | | 0060 715-05019 13.200 m | 178.00000 2349.60| 130.00000 1716.00| 200.00000 2640.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0061 715-05118 17.000 m | 83.00000 1411.00| 50.00000 850.00| 185.00000 3145.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0062 715-05119 128.800 m | 83.75000 10787.00| 60.00000 7728.00| 200.00000 25760.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0063 715-05169 48.000 m | 120.00000 5760.00| 60.00000 2880.00| 150.00000 7200.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-05423 34.000 m | 188.00000 6392.00| 120.00000 4080.00| 200.00000 6800.00 PIPE, SLOTTED DRAIN, 375 mm | | | 0065 715-05596 2.000 m | 245.00000 490.00| 200.00000 400.00| 250.00000 500.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0066 715-05889 2.000 m | 285.00000 570.00| 200.00000 400.00| 300.00000 600.00 PIPE EXTENSION, CIRCULAR, 750 mm | | | 0067 715-44255 14.500 m | 14.00000 203.00| 30.00000 435.00| 100.00000 1450.00 PIPE, GROUP K, 150 mm | | | 0068 715-46000 3.000 EACH| 260.00000 780.00| 200.00000 600.00| 500.00000 1500.00 PIPE END SECTION, 300 mm | | | 0069 715-46005 28.000 EACH| 285.00000 7980.00| 250.00000 7000.00| 500.00000 14000.00 PIPE END SECTION, 375 mm | | | 0070 715-46010 1.000 EACH| 345.00000 345.00| 350.00000 350.00| 500.00000 500.00 PIPE END SECTION, 450 mm | | | 0071 715-46030 1.000 EACH| 820.00000 820.00| 500.00000 500.00| 1500.00000 1500.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 208 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,125.45 ROUTE : CALL ORDER : 208 CONTRACT ID : R -24571-B COUNTIES : MONTGOMERY LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1381845 |(3) 35-1636776 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-46040 2.000 EACH| 1395.00000 2790.00| 500.00000 1000.00| 3000.00000 6000.00 PIPE END SECTION, 900 mm | | | 0073 720-45155 1.000 EACH| 1350.00000 1350.00| 1500.00000 1500.00| 1800.00000 1800.00 INLET, M10, MODIFIED | | | 0074 801-06640 16.000 EACH| 56.00000 896.00| 75.00000 1200.00| 200.00000 3200.00 CONSTRUCTION SIGN, A | | | 0075 801-06775 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 40036.55000 40036.55 MAINTAINING TRAFFIC | | | 0076 802-02489 106.800 m | 32.30000 3449.64| 33.35000 3561.78| 40.00000 4272.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0077 802-76025 14.060 m2 | 158.00000 2221.48| 163.00000 2291.78| 300.00000 4218.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0078 808-03439 204.100 m | 11.70000 2387.97| 12.10000 2469.61| 15.00000 3061.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0079 808-06251 12.500 m | 5.70000 71.25| 6.00000 75.00| 10.00000 125.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 300 mm | | | SECTION TOTALS | $ 1,345,130.20| $ 1,406,250.15| $ 1,422,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,345,130.20| $ 1,406,250.15| $ 1,422,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/14/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9916016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 425,094.12 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 436,449.64 102.6712% 3 35-1549010 MCALISTER EXCAVATING CO $ 455,042.82 107.0451% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 536,963.91 126.3164% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 573,660.34 134.9490% 6 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 7,398,485.13 740.4345% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 1000.00000 10000.00| 1120.00000 11200.00| 1300.00000 13000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 13888.00000 13888.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 43744.46000 43744.46| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 5768.00000 5768.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 17360.00000 17360.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 3100.000 m3 | 8.00000 24800.00| 8.40000 26040.00| 9.50000 29450.00 EXCAVATION, COMMON | | | 0007 203-02070 2285.000 m3 | 8.00000 18280.00| 13.78000 31487.30| 13.00000 29705.00 BORROW | | | 0008 205-02224 40.000 m | 10.00000 400.00| 7.56000 302.40| 8.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 39.900 m | 5.00000 199.50| 14.17000 565.38| 14.00000 558.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-51215 21.000 m3 | 200.00000 4200.00| 190.40000 3998.40| 150.00000 3150.00 EXCAVATION, X | | | 0011 206-51220 175.000 m3 | 150.00000 26250.00| 45.92000 8036.00| 125.00000 21875.00 EXCAVATION, WET | | | 0012 211-02060 63.000 m3 | 20.00000 1260.00| 26.88000 1693.44| 32.00000 2016.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 1192.000 Mg | 15.00000 17880.00| 16.24000 19358.08| 16.00000 19072.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05474 430.000 Mg | 39.00000 16770.00| 39.76000 17096.80| 42.00000 18060.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 142.000 Mg | 55.00000 7810.00| 56.00000 7952.00| 50.00000 7100.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05518 2386.000 m2 | 0.05000 119.30| 0.67000 1598.62| 1.00000 2386.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 2367.000 m2 | 0.11000 260.37| 0.11000 260.37| 0.40000 946.80 ASPHALT FOR TACK COAT | | | 0018 501-05090 92.000 m2 | 70.00000 6440.00| 72.80000 6697.60| 55.00000 5060.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0019 601-01854 4.000 EACH| 847.00000 3388.00| 862.40000 3449.60| 850.00000 3400.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0020 601-02104 38.100 m | 48.07000 1831.46| 48.94000 1864.61| 49.00000 1866.90 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING, LONG POST | | | 0021 601-06037 4.000 EACH| 599.50000 2398.00| 610.40000 2441.60| 610.00000 2440.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 45.720 m | 33.61000 1536.65| 34.22000 1564.54| 34.00000 1554.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 608-04395 10.000 Mg | 15.00000 150.00| 17.92100 179.20| 35.00000 350.00 AGGREGATE FOR SHOULDER DRAINS | | | 0024 615-06505 6.000 EACH| 300.00000 1800.00| 408.80000 2452.80| 435.00000 2610.00 MONUMENT, B | | | 0025 615-06510 1.000 EACH| 300.00000 300.00| 408.80000 408.80| 435.00000 435.00 MONUMENT, C | | | 0026 616-02320 406.000 m2 | 3.00000 1218.00| 2.24000 909.44| 2.50000 1015.00 GEOTEXTILES | | | 0027 616-05689 383.000 Mg | 18.00000 6894.00| 20.16000 7721.28| 18.00000 6894.00 RIPRAP, CLASS 2 | | | 0028 616-06405 63.000 Mg | 18.00000 1134.00| 22.40000 1411.20| 18.00000 1134.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 495.00000 990.00| 728.00000 1456.00| 725.00000 1450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.500 Mg | 649.00000 324.50| 739.20000 369.60| 750.00000 375.00 FERTILIZER | | | 0031 621-06548 10.000 kg | 43.73000 437.30| 49.28000 492.80| 50.00000 500.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06553 105.000 kg | 8.75000 918.75| 9.58000 1005.90| 10.00000 1050.00 SEED MIXTURE, R | | | 0033 621-06565 2.500 Mg | 498.30000 1245.75| 672.00000 1680.00| 690.00000 1725.00 MULCHING MATERIAL | | | 0034 621-06567 4.000 kL | 0.58000 2.32| 1.12000 4.48| 1.00000 4.00 WATER | | | 0035 621-06574 198.000 m2 | 7.44000 1473.12| 4.42000 875.16| 4.60000 910.80 SODDING | | | 0036 622-52436 4.000 EACH| 22.00000 88.00| 26.88000 107.52| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 110.000 EACH| 10.00000 1100.00| 13.05000 1435.50| 13.00000 1430.00 SEEDLING | | | 0038 701-51195 78.000 m | 100.00000 7800.00| 109.76000 8561.28| 90.00000 7020.00 PILE, STEEL H, HP 310 X 79 | | | 0039 701-90976 5439.000 kg | 1.15000 6254.85| 1.12000 6091.68| 1.32000 7179.48 REINFORCING STEEL, GRADE 60 | | | 0040 701-91792 8.000 EACH| 100.00000 800.00| 69.44000 555.52| 90.00000 720.00 PILE TIP, STEEL H | | | 0041 702-51005 70.700 m3 | 450.00000 31815.00| 341.60000 24151.12| 400.00000 28280.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 13.000 m3 | 500.00000 6500.00| 403.20000 5241.60| 400.00000 5200.00 CONCRETE, B, FOOTINGS | | | 0043 703-96177 13408.000 kg | 1.30000 17430.40| 1.30000 17430.40| 1.42000 19039.36 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0044 703-97703 66.000 EACH| 20.00000 1320.00| 19.26000 1271.16| 17.00000 1122.00 THREADED BAR SPLICE, EPOXY COATED | | | 0045 704-51002 98.300 m3 | 550.00000 54065.00| 446.88000 43928.30| 450.00000 44235.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-91957 83.820 m | 162.80000 13645.90| 165.76000 13894.00| 185.00000 15506.70 BRIDGE RAILING, THRIE BEAM | | | 0047 707-05983 156.000 m | 300.00000 46800.00| 294.08000 45876.48| 304.49000 47500.44 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0048 709-51821 LUMP| 3000.00000 3000.00| 2016.00000 2016.00| 2000.00000 2000.00 SURFACE SEAL | | | 0049 715-05019 37.500 m | 100.00000 3750.00| 136.64000 5124.00| 165.00000 6187.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05171 18.000 m | 65.00000 1170.00| 95.76000 1723.68| 82.00000 1476.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0051 715-05177 22.000 m | 100.00000 2200.00| 136.64000 3006.08| 125.50000 2761.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1549010 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05407 20.000 m | 10.00000 200.00| 15.68000 313.60| 30.00000 600.00 PIPE, END BENT DRAIN, 150 mm | | | 0053 715-46010 2.000 EACH| 250.00000 500.00| 308.00000 616.00| 240.00000 480.00 PIPE END SECTION, 450 mm | | | 0054 715-46040 6.000 EACH| 400.00000 2400.00| 756.00000 4536.00| 540.00000 3240.00 PIPE END SECTION, 900 mm | | | 0055 718-44275 4.000 m | 20.00000 80.00| 20.72000 82.88| 30.00000 120.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0056 801-04308 6.000 EACH| 302.50000 1815.00| 140.00000 840.00| 325.00000 1950.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 121.00000 968.00| 39.20000 313.60| 125.00000 1000.00 BARRICADE, IIIA | | | 0058 801-06606 14.000 EACH| 132.00000 1848.00| 56.00000 784.00| 140.00000 1960.00 BARRICADE, IIIB | | | 0059 801-06625 6.000 EACH| 110.00000 660.00| 66.08000 396.48| 115.00000 690.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 12.000 EACH| 110.00000 1320.00| 106.40000 1276.80| 115.00000 1380.00 CONSTRUCTION SIGN, A | | | 0061 802-76025 4.350 m2 | 230.67000 1003.41| 178.64000 777.08| 235.00000 1022.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 0.745 m2 | 186.23000 138.74| 176.97000 131.84| 195.00000 145.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 802-76055 55.445 m | 12.82000 710.80| 11.42000 633.18| 14.00000 776.23 SIGN POST, A | | | SECTION TOTALS | $ 425,094.12| $ 436,449.64| $ 455,042.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,094.12| $ 436,449.64| $ 455,042.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-2040801 |(6) 35-1619477 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 1000.00000 10000.00| 1600.00000 16000.00| 1250.00000 12500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 7100.00000 7100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25500.00000 25500.00| 28650.00000 28650.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 26500.00000 26500.00| 12000.00000 12000.00| 21950.00000 21950.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 3100.000 m3 | 12.50000 38750.00| 6.50000 20150.00| 9.80000 30380.00 EXCAVATION, COMMON | | | 0007 203-02070 2285.000 m3 | 15.00000 34275.00| 10.00000 22850.00| 12.42000 28379.70 BORROW | | | 0008 205-02224 40.000 m | 7.50000 300.00| 8.00000 320.00| 7.20000 288.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 39.900 m | 15.00000 598.50| 10.50000 418.95| 12.10000 482.79 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-51215 21.000 m3 | 200.00000 4200.00| 125.00000 2625.00| 108.00000 2268.00 EXCAVATION, X | | | 0011 206-51220 175.000 m3 | 200.00000 35000.00| 300.00000 52500.00| 85.00000 14875.00 EXCAVATION, WET | | | 0012 211-02060 63.000 m3 | 30.00000 1890.00| 35.00000 2205.00| 28.63000 1803.69 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1192.000 Mg | 16.50000 19668.00| 25.00000 29800.00| 14.50000 17284.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05474 430.000 Mg | 37.50000 16125.00| 39.00000 16770.00| 42.50000 18275.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 142.000 Mg | 55.00000 7810.00| 53.00000 7526.00| 55.50000 7881.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05518 2386.000 m2 | 0.75000 1789.50| 0.50000 1193.00| 0.50000 1193.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 2367.000 m2 | 0.15000 355.05| 0.05000 118.35| 0.10000 236.70 ASPHALT FOR TACK COAT | | | 0018 501-05090 92.000 m2 | 55.00000 5060.00| 100.00000 9200.00| 61.50000 5658.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-2040801 |(6) 35-1619477 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-01854 4.000 EACH| 820.00000 3280.00| 800.00000 3200.00| 875.00000 3500.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0020 601-02104 38.100 m | 47.50000 1809.75| 45.00000 1714.50| 48.60000 1851.66 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING, LONG POST | | | 0021 601-06037 4.000 EACH| 600.00000 2400.00| 575.00000 2300.00| 641.00000 2564.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 45.720 m | 33.50000 1531.62| 31.00000 1417.32| 33.55000 1533.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 608-04395 10.000 Mg | 30.00000 300.00| 45.00000 450.00| 21.00000 210.00 AGGREGATE FOR SHOULDER DRAINS | | | 0024 615-06505 6.000 EACH| 400.00000 2400.00| 375.00000 2250.00| 450.00000 2700.00 MONUMENT, B | | | 0025 615-06510 1.000 EACH| 400.00000 400.00| 375.00000 375.00| 350.00000 350.00 MONUMENT, C | | | 0026 616-02320 406.000 m2 | 3.00000 1218.00| 2.50000 1015.00| 2.99000 1213.94 GEOTEXTILES | | | 0027 616-05689 383.000 Mg | 17.50000 6702.50| 20.00000 7660.00| 16.30000 6242.90 RIPRAP, CLASS 2 | | | 0028 616-06405 63.000 Mg | 25.00000 1575.00| 20.00000 1260.00| 15.80000 995.40 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 675.00000 1350.00| 475.00000 950.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.500 Mg | 700.00000 350.00| 600.00000 300.00| 698.00000 349.00 FERTILIZER | | | 0031 621-06548 10.000 kg | 50.00000 500.00| 40.00000 400.00| 48.00000 480.00 SEED MIXTURE, CV | | | 0032 621-06553 105.000 kg | 9.00000 945.00| 8.00000 840.00| 9.55000 1002.75 SEED MIXTURE, R | | | 0033 621-06565 2.500 Mg | 650.00000 1625.00| 460.00000 1150.00| 630.00000 1575.00 MULCHING MATERIAL | | | 0034 621-06567 4.000 kL | 1.00000 4.00| 1.00000 4.00| 2.00000 8.00 WATER | | | 0035 621-06574 198.000 m2 | 4.50000 891.00| 7.00000 1386.00| 4.25000 841.50 SODDING | | | 0036 622-52436 4.000 EACH| 30.00000 120.00| 21.00000 84.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 110.000 EACH| 12.50000 1375.00| 10.00000 1100.00| 11.00000 1210.00 SEEDLING | | | 0038 701-51195 78.000 m | 140.00000 10920.00| 125.00000 9750.00| 88.50000 6903.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-2040801 |(6) 35-1619477 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 701-90976 5439.000 kg | 1.30000 7070.70| 1.50000 8158.50| 1.16000 6309.24 REINFORCING STEEL, GRADE 60 | | | 0040 701-91792 8.000 EACH| 120.00000 960.00| 150.00000 1200.00| 95.00000 760.00 PILE TIP, STEEL H | | | 0041 702-51005 70.700 m3 | 450.00000 31815.00| 750.00000 53025.00| 469.00000 33158.30 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 13.000 m3 | 500.00000 6500.00| 750.00000 9750.00| 445.00000 5785.00 CONCRETE, B, FOOTINGS | | | 0043 703-96177 13408.000 kg | 1.45000 19441.60| 1.75000 23464.00| 1.35000 18100.80 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0044 703-97703 66.000 EACH| 15.00000 990.00| 12.00000 792.00| 23.00000 1518.00 THREADED BAR SPLICE, EPOXY COATED | | | 0045 704-51002 98.300 m3 | 550.00000 54065.00| 800.00000 78640.00| 473.00000 46495.90 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-91957 83.820 m | 170.00000 14249.40| 150.00000 12573.00| 162.00000 13578.84 BRIDGE RAILING, THRIE BEAM | | | 0047 707-05983 156.000 m | 380.00000 59280.00| 330.00000 51480.00| 44852.00000 6996912.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0048 709-51821 LUMP| 3500.00000 3500.00| 2100.00000 2100.00| 2729.00000 2729.00 SURFACE SEAL | | | 0049 715-05019 37.500 m | 165.00000 6187.50| 110.00000 4125.00| 126.28000 4735.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05171 18.000 m | 65.00000 1170.00| 60.00000 1080.00| 71.00000 1278.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0051 715-05177 22.000 m | 165.00000 3630.00| 110.00000 2420.00| 126.28000 2778.16 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0052 715-05407 20.000 m | 15.00000 300.00| 35.00000 700.00| 32.96000 659.20 PIPE, END BENT DRAIN, 150 mm | | | 0053 715-46010 2.000 EACH| 250.00000 500.00| 210.00000 420.00| 195.00000 390.00 PIPE END SECTION, 450 mm | | | 0054 715-46040 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| 478.00000 2868.00 PIPE END SECTION, 900 mm | | | 0055 718-44275 4.000 m | 15.00000 60.00| 47.00000 188.00| 32.96000 131.84 PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0056 801-04308 6.000 EACH| 175.00000 1050.00| 135.00000 810.00| 165.00000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 50.00000 400.00| 40.00000 320.00| 115.00000 920.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 578,281.10 ROUTE : CR 250W CALL ORDER : 300 CONTRACT ID : B -23664-A COUNTIES : DECATUR LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-2040801 |(6) 35-1619477 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06606 14.000 EACH| 75.00000 1050.00| 60.00000 840.00| 130.00000 1820.00 BARRICADE, IIIB | | | 0059 801-06625 6.000 EACH| 80.00000 480.00| 65.00000 390.00| 75.00000 450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 12.000 EACH| 135.00000 1620.00| 100.00000 1200.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0061 802-76025 4.350 m2 | 220.00000 957.00| 220.00000 957.00| 239.70000 1042.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 0.745 m2 | 200.00000 149.00| 175.00000 130.38| 189.30000 141.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 802-76055 55.445 m | 13.00000 720.79| 12.00000 665.34| 15.65000 867.71 SIGN POST, A | | | SECTION TOTALS | $ 536,963.91| $ 573,660.34| $ 7,398,485.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 536,963.91| $ 573,660.34| $ 7,398,485.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5460002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 293,960.99 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 301,060.80 102.4152% 3 35-1801998 CLR, INC. $ 312,954.05 106.4610% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. CONDITIONAL BID $ 359,736.52 122.3755% 5 37-0797609 FEUTZ CONTRACTORS, INC. $ 366,413.67 124.6470% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 368,869.82 125.4825% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 371,364.40 126.3311% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1817574 |(3) 35-1801998 |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1114.62000 6687.72| 1100.00000 6600.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10051.50000 10051.50| 6000.00000 6000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14336.00000 14336.00| 11000.00000 11000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6554.60000 6554.60| 2000.00000 2000.00| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 5476.40000 5476.40| 15000.00000 15000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 297.000 m2 | 8.61000 2557.17| 11.00000 3267.00| 6.00000 1782.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1630.000 m3 | 7.57000 12339.10| 7.00000 11410.00| 7.80000 12714.00 EXCAVATION, COMMON | | | 0008 203-51223 117.000 m3 | 11.38000 1331.46| 20.00000 2340.00| 7.80000 912.60 EXCAVATION, WATERWAY | | | 0009 205-02224 195.000 m | 6.20000 1209.00| 6.60000 1287.00| 6.00000 1170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 7.93000 904.02| 18.00000 2052.00| 8.00000 912.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02050 193.000 m3 | 19.67000 3796.31| 30.00000 5790.00| 33.00000 6369.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1817574 |(3) 35-1801998 |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 323.000 m3 | 19.64000 6343.72| 30.00000 9690.00| 30.00000 9690.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 878.000 Mg | 17.85000 15672.30| 18.00000 15804.00| 17.75000 15584.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 552.000 Mg | 39.49000 21798.48| 50.00000 27600.00| 40.00000 22080.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 175.000 Mg | 49.31000 8629.25| 55.00000 9625.00| 49.00000 8575.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 170.000 Mg | 64.06000 10890.20| 60.00000 10200.00| 55.00000 9350.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 150.000 Mg | 52.79000 7918.50| 65.00000 9750.00| 42.00000 6300.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 190.000 Mg | 47.25000 8977.50| 60.00000 11400.00| 48.00000 9120.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 1.400 Mg | 157.50000 220.50| 450.00000 630.00| 158.00000 221.20 ASPHALT FOR TACK COAT | | | 0020 407-04348 810.000 m2 | 4.20000 3402.00| 3.50000 2835.00| 4.25000 3442.50 SEAL COAT, 2 | | | 0021 601-06037 4.000 EACH| 682.50000 2730.00| 850.00000 3400.00| 775.00000 3100.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 141.000 m | 47.78000 6736.98| 43.00000 6063.00| 40.00000 5640.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 18.000 Mg | 101.33000 1823.94| 90.00000 1620.00| 90.00000 1620.00 HMA FOR APPROACHES | | | 0024 616-02320 770.000 m2 | 2.05000 1578.50| 3.50000 2695.00| 3.10000 2387.00 GEOTEXTILES | | | 0025 616-06405 600.000 Mg | 21.09000 12654.00| 30.00000 18000.00| 23.00000 13800.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 735.00000 1470.00| 500.00000 1000.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-01371 39.900 kg | 11.81000 471.22| 30.00000 1197.00| 11.50000 458.85 SEED MIXTURE, LEGUME, 2 | | | 0028 621-06545 0.470 Mg | 637.35000 299.55| 800.00000 376.00| 650.00000 305.50 FERTILIZER | | | 0029 621-06548 1.900 kg | 42.00000 79.80| 80.00000 152.00| 42.00000 79.80 SEED MIXTURE, CV | | | 0030 621-06553 32.400 kg | 11.81000 382.64| 18.00000 583.20| 11.75000 380.70 SEED MIXTURE, R | | | 0031 621-06565 2.400 Mg | 490.35000 1176.84| 450.00000 1080.00| 490.00000 1176.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1817574 |(3) 35-1801998 |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06567 8.000 kL | 1.05000 8.40| 20.00000 160.00| 1.00000 8.00 WATER | | | 0033 621-06574 440.000 m2 | 5.99000 2635.60| 6.00000 2640.00| 6.00000 2640.00 SODDING | | | 0034 622-52436 4.000 EACH| 23.10000 92.40| 30.00000 120.00| 22.75000 91.00 SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 50.000 EACH| 11.55000 577.50| 20.00000 1000.00| 11.80000 590.00 SEEDLING | | | 0036 622-98200 4.000 EACH| 23.10000 92.40| 25.00000 100.00| 23.00000 92.00 SIGN, DO NOT DISTURB | | | 0037 702-90915 5.600 m3 | 372.31000 2084.94| 700.00000 3920.00| 600.00000 3360.00 CONCRETE, A | | | 0038 703-51030 328.000 kg | 1.66000 544.48| 2.00000 656.00| 1.20000 393.60 REINFORCING STEEL | | | 0039 714-03437 34.600 m2 | 650.56000 22509.38| 440.00000 15224.00| 500.00000 17300.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0040 714-04733 14.630 m | 5016.00000 73384.08| 4100.00000 59983.00| 5500.00000 80465.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 6706 mm X 2743 mm | | | 0041 715-05053 44.000 m | 3.63000 159.72| 12.00000 528.00| 4.00000 176.00 PIPE, UNDERDRAIN OUTLET, 150 mm , | | | CORRUGATED PLASTIC PERFORATED | | | 0042 715-05169 12.200 m | 55.65000 678.93| 78.00000 951.60| 68.00000 829.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-05171 12.800 m | 54.33000 695.42| 85.00000 1088.00| 79.00000 1011.20 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0044 715-46005 2.000 EACH| 185.75000 371.50| 325.00000 650.00| 310.00000 620.00 PIPE END SECTION, 375 mm | | | 0045 715-46010 2.000 EACH| 206.82000 413.64| 400.00000 800.00| 400.00000 800.00 PIPE END SECTION, 450 mm | | | 0046 801-04308 6.000 EACH| 189.00000 1134.00| 400.00000 2400.00| 190.00000 1140.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 6.000 EACH| 99.75000 598.50| 69.00000 414.00| 105.00000 630.00 BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 110.25000 220.50| 100.00000 200.00| 110.00000 220.00 BARRICADE, IIIB | | | 0049 801-06625 23.000 EACH| 99.75000 2294.25| 80.00000 1840.00| 101.00000 2323.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 18.000 EACH| 89.25000 1606.50| 57.00000 1026.00| 90.00000 1620.00 CONSTRUCTION SIGN, A | | | 0051 802-76025 1.580 m2 | 261.45000 413.09| 200.00000 316.00| 250.00000 395.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1817574 |(3) 35-1801998 |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 802-76055 16.000 m | 14.70000 235.20| 5.00000 80.00| 15.00000 240.00 SIGN POST, A | | | 0053 808-06713 700.000 m | 0.89000 623.00| 1.00000 700.00| 0.90000 630.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 700.000 m | 0.89000 623.00| 1.00000 700.00| 0.90000 630.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 801-06645 2.000 EACH| 42.00000 84.00| 50.00000 100.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0056 206-51220 193.000 m3 | 17.52000 3381.36| 26.00000 5018.00| 15.00000 2895.00 EXCAVATION, WET | | | SECTION TOTALS | $ 293,960.99| $ 301,060.80| $ 312,954.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,960.99| $ 301,060.80| $ 312,954.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 37-0797609 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|FEUTZ CONTRACTORS, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 2000.00000 12000.00| 1320.00000 7920.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 6500.00000 6500.00| 15800.00000 15800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 20350.00000 20350.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 3500.00000 3500.00| 21500.00000 21500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| 19800.00000 19800.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 297.000 m2 | 8.50000 2524.50| 10.85000 3222.45| 9.90000 2940.30 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1630.000 m3 | 15.00000 24450.00| 17.30000 28199.00| 5.50000 8965.00 EXCAVATION, COMMON | | | 0008 203-51223 117.000 m3 | 10.00000 1170.00| 10.30000 1205.10| 22.00000 2574.00 EXCAVATION, WATERWAY | | | 0009 205-02224 195.000 m | 7.00000 1365.00| 6.49000 1265.55| 8.25000 1608.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 9.00000 1026.00| 8.31000 947.34| 11.00000 1254.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02050 193.000 m3 | 25.00000 4825.00| 50.00000 9650.00| 33.00000 6369.00 B BORROW | | | 0012 211-02060 323.000 m3 | 20.00000 6460.00| 48.00000 15504.00| 30.80000 9948.40 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 878.000 Mg | 19.50000 17121.00| 18.00000 15804.00| 18.70000 16418.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 552.000 Mg | 42.50000 23460.00| 40.70000 22466.40| 40.70000 22466.40 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 175.000 Mg | 51.75000 9056.25| 49.50000 8662.50| 49.50000 8662.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 170.000 Mg | 67.85000 11534.50| 64.90000 11033.00| 67.10000 11407.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 150.000 Mg | 55.20000 8280.00| 52.80000 7920.00| 56.10000 8415.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 190.000 Mg | 51.75000 9832.50| 49.50000 9405.00| 55.00000 10450.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 1.400 Mg | 172.50000 241.50| 165.00000 231.00| 165.00000 231.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 37-0797609 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|FEUTZ CONTRACTORS, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 407-04348 810.000 m2 | 4.60000 3726.00| 4.40000 3564.00| 4.40000 3564.00 SEAL COAT, 2 | | | 0021 601-06037 4.000 EACH| 865.00000 3460.00| 460.00000 1840.00| 715.00000 2860.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 141.000 m | 44.25000 6239.25| 34.00000 4794.00| 50.05000 7057.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 18.000 Mg | 100.00000 1800.00| 95.70000 1722.60| 101.20000 1821.60 HMA FOR APPROACHES | | | 0024 616-02320 770.000 m2 | 3.50000 2695.00| 3.50000 2695.00| 2.75000 2117.50 GEOTEXTILES | | | 0025 616-06405 600.000 Mg | 20.00000 12000.00| 23.00000 13800.00| 20.90000 12540.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 805.00000 1610.00| 770.00000 1540.00| 770.00000 1540.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-01371 39.900 kg | 12.90000 514.71| 12.30000 490.77| 14.30000 570.57 SEED MIXTURE, LEGUME, 2 | | | 0028 621-06545 0.470 Mg | 700.00000 329.00| 667.70000 313.82| 667.70000 313.82 FERTILIZER | | | 0029 621-06548 1.900 kg | 46.00000 87.40| 44.00000 83.60| 154.00000 292.60 SEED MIXTURE, CV | | | 0030 621-06553 32.400 kg | 12.90000 417.96| 12.40000 401.76| 132.00000 4276.80 SEED MIXTURE, R | | | 0031 621-06565 2.400 Mg | 540.00000 1296.00| 513.70000 1232.88| 513.70000 1232.88 MULCHING MATERIAL | | | 0032 621-06567 8.000 kL | 1.15000 9.20| 1.10000 8.80| 1.10000 8.80 WATER | | | 0033 621-06574 440.000 m2 | 6.60000 2904.00| 6.20000 2728.00| 9.90000 4356.00 SODDING | | | 0034 622-52436 4.000 EACH| 25.30000 101.20| 24.20000 96.80| 24.20000 96.80 SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 50.000 EACH| 12.65000 632.50| 12.10000 605.00| 12.10000 605.00 SEEDLING | | | 0036 622-98200 4.000 EACH| 25.30000 101.20| 24.20000 96.80| 24.20000 96.80 SIGN, DO NOT DISTURB | | | 0037 702-90915 5.600 m3 | 500.00000 2800.00| 880.00000 4928.00| 550.00000 3080.00 CONCRETE, A | | | 0038 703-51030 328.000 kg | 2.00000 656.00| 3.00000 984.00| 2.75000 902.00 REINFORCING STEEL | | | 0039 714-03437 34.600 m2 | 450.00000 15570.00| 804.00000 27818.40| 528.00000 18268.80 WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 37-0797609 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|FEUTZ CONTRACTORS, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-04733 14.630 m | 6115.00000 89462.45| 6500.00000 95095.00| 6133.00000 89725.79 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 6706 mm X 2743 mm | | | 0041 715-05053 44.000 m | 30.00000 1320.00| 19.00000 836.00| 5.50000 242.00 PIPE, UNDERDRAIN OUTLET, 150 mm , | | | CORRUGATED PLASTIC PERFORATED | | | 0042 715-05169 12.200 m | 53.00000 646.60| 65.00000 793.00| 99.00000 1207.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-05171 12.800 m | 60.00000 768.00| 71.00000 908.80| 104.50000 1337.60 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0044 715-46005 2.000 EACH| 250.00000 500.00| 160.00000 320.00| 220.00000 440.00 PIPE END SECTION, 375 mm | | | 0045 715-46010 2.000 EACH| 300.00000 600.00| 185.00000 370.00| 275.00000 550.00 PIPE END SECTION, 450 mm | | | 0046 801-04308 6.000 EACH| 405.00000 2430.00| 198.00000 1188.00| 198.00000 1188.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 6.000 EACH| 69.00000 414.00| 104.00000 624.00| 104.50000 627.00 BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 103.50000 207.00| 115.00000 230.00| 115.50000 231.00 BARRICADE, IIIB | | | 0049 801-06625 23.000 EACH| 80.50000 1851.50| 104.00000 2392.00| 104.50000 2403.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 18.000 EACH| 57.50000 1035.00| 93.00000 1674.00| 93.50000 1683.00 CONSTRUCTION SIGN, A | | | 0051 802-76025 1.580 m2 | 285.00000 450.30| 235.00000 371.30| 273.90000 432.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76055 16.000 m | 16.00000 256.00| 17.00000 272.00| 15.40000 246.40 SIGN POST, A | | | 0053 808-06713 700.000 m | 0.80000 560.00| 0.94000 658.00| 1.10000 770.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 700.000 m | 0.80000 560.00| 0.94000 658.00| 1.10000 770.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 801-06645 2.000 EACH| 40.00000 80.00| 44.00000 88.00| 44.00000 88.00 CONSTRUCTION SIGN, B | | | 0056 206-51220 193.000 m3 | 100.00000 19300.00| 32.00000 6176.00| 22.00000 4246.00 EXCAVATION, WET | | | SECTION TOTALS | $ 359,736.52| $ 366,413.67| $ 368,869.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,736.52| $ 366,413.67| $ 368,869.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2105.20000 12631.20| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6262.97000 6262.97| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 12314.95000 12314.95| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 297.000 m2 | 12.52000 3718.44| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 1630.000 m3 | 27.15000 44254.50| | EXCAVATION, COMMON | | | 0008 203-51223 117.000 m3 | 20.88000 2442.96| | EXCAVATION, WATERWAY | | | 0009 205-02224 195.000 m | 7.00000 1365.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 13.53000 1542.42| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02050 193.000 m3 | 35.74000 6897.82| | B BORROW | | | 0012 211-02060 323.000 m3 | 42.03000 13575.69| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 878.000 Mg | 19.00000 16682.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 552.000 Mg | 36.00000 19872.00| | HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 175.000 Mg | 45.00000 7875.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 170.000 Mg | 59.00000 10030.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 150.000 Mg | 48.00000 7200.00| | HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 190.000 Mg | 45.00000 8550.00| | HMA WEDGE AND LEVEL | | | 0019 406-05520 1.400 Mg | 150.00000 210.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 407-04348 810.000 m2 | 4.00000 3240.00| | SEAL COAT, 2 | | | 0021 601-06037 4.000 EACH| 542.09000 2168.36| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 141.000 m | 32.63000 4600.83| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 18.000 Mg | 87.00000 1566.00| | HMA FOR APPROACHES | | | 0024 616-02320 770.000 m2 | 3.14000 2417.80| | GEOTEXTILES | | | 0025 616-06405 600.000 Mg | 24.88000 14928.00| | RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 684.19000 1368.38| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-01371 39.900 kg | 15.16000 604.88| | SEED MIXTURE, LEGUME, 2 | | | 0028 621-06545 0.470 Mg | 799.98000 375.99| | FERTILIZER | | | 0029 621-06548 1.900 kg | 54.74000 104.01| | SEED MIXTURE, CV | | | 0030 621-06553 32.400 kg | 11.21000 363.20| | SEED MIXTURE, R | | | 0031 621-06565 2.400 Mg | 678.93000 1629.43| | MULCHING MATERIAL | | | 0032 621-06567 8.000 kL | 1.05000 8.40| | WATER | | | 0033 621-06574 440.000 m2 | 4.16000 1830.40| | SODDING | | | 0034 622-52436 4.000 EACH| 25.26000 101.04| | SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 50.000 EACH| 13.00000 650.00| | SEEDLING | | | 0036 622-98200 4.000 EACH| 25.26000 101.04| | SIGN, DO NOT DISTURB | | | 0037 702-90915 5.600 m3 | 1204.54000 6745.42| | CONCRETE, A | | | 0038 703-51030 328.000 kg | 9.91000 3250.48| | REINFORCING STEEL | | | 0039 714-03437 34.600 m2 | 502.75000 17395.15| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 340 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,938.77 ROUTE : SR 42 CALL ORDER : 340 CONTRACT ID : B -24136-A COUNTIES : OWEN LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-04733 14.630 m | 6330.56000 92616.09| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 6706 mm X 2743 mm | | | 0041 715-05053 44.000 m | 19.25000 847.00| | PIPE, UNDERDRAIN OUTLET, 150 mm , | | | CORRUGATED PLASTIC PERFORATED | | | 0042 715-05169 12.200 m | 69.30000 845.46| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-05171 12.800 m | 73.86000 945.41| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0044 715-46005 2.000 EACH| 239.30000 478.60| | PIPE END SECTION, 375 mm | | | 0045 715-46010 2.000 EACH| 262.36000 524.72| | PIPE END SECTION, 450 mm | | | 0046 801-04308 6.000 EACH| 189.47000 1136.82| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 6.000 EACH| 100.00000 600.00| | BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 110.53000 221.06| | BARRICADE, IIIB | | | 0049 801-06625 23.000 EACH| 100.00000 2300.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 18.000 EACH| 89.47000 1610.46| | CONSTRUCTION SIGN, A | | | 0051 802-76025 1.580 m2 | 225.26000 355.91| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76055 16.000 m | 16.32000 261.12| | SIGN POST, A | | | 0053 808-06713 700.000 m | 0.89000 623.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 700.000 m | 0.89000 623.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 801-06645 2.000 EACH| 42.11000 84.22| | CONSTRUCTION SIGN, B | | | 0056 206-51220 193.000 m3 | 22.89000 4417.77| | EXCAVATION, WET | | | SECTION TOTALS | $ 371,364.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,364.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/24/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3650010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 417,771.16 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 428,305.07 102.5214% 3 35-1523985 WIRTZ & YATES, INC. $ 465,889.30 111.5178% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 475,592.78 113.8405% 5 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL BID $ 524,623.95 125.5768% 6 35-1212938 ATLAS EXCAVATING, INC. $ 554,437.75 132.7132% 7 35-0997978 PHEND & BROWN, INC. $ 558,224.55 133.6196% 8 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 573,265.07 137.2198% 9 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 696,955.79 166.8271% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|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 REPLACEMENT | | | 0001 105-01925 5.000 MOS | 1365.75000 6828.75| 1500.00000 7500.00| 1200.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15243.64000 15243.64| 5000.00000 5000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 37162.22000 37162.22| 63783.32000 63783.32| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 216.000 m2 | 9.09000 1963.44| 6.00000 1296.00| 14.33000 3095.28 SURFACE MILLING, ASPHALT | | | 0006 203-02070 1300.000 m3 | 7.86000 10218.00| 10.00000 13000.00| 13.07000 16991.00 BORROW | | | 0007 203-02100 6300.000 m3 | 6.30000 39690.00| 9.00000 56700.00| 9.16000 57708.00 EXCAVATION, PEAT | | | 0008 205-02224 274.000 m | 3.75000 1027.50| 6.00000 1644.00| 6.25000 1712.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 76.000 m | 6.18000 469.68| 10.00000 760.00| 8.46000 642.96 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 211-02050 5700.000 m3 | 8.24000 46968.00| 8.00000 45600.00| 18.31000 104367.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 211-02060 546.000 m3 | 20.08000 10963.68| 9.00000 4914.00| 18.30000 9991.80 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 804.000 Mg | 18.00000 14472.00| 18.00000 14472.00| 21.99000 17679.96 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 513.000 Mg | 35.00000 17955.00| 42.00000 21546.00| 39.00000 20007.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 284.000 Mg | 38.00000 10792.00| 45.00000 12780.00| 42.56000 12087.04 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 162.000 Mg | 45.00000 7290.00| 50.00000 8100.00| 50.00000 8100.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 94.000 Mg | 45.00000 4230.00| 42.00000 3948.00| 50.00000 4700.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 468.000 m2 | 8.00000 3744.00| 1.75000 819.00| 9.00000 4212.00 SEAL COAT, 2 | | | 0018 405-05518 500.000 m2 | 18.00000 9000.00| 1.75000 875.00| 2.40000 1200.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 1.200 Mg | 250.00000 300.00| 450.00000 540.00| 280.00000 336.00 ASPHALT FOR TACK COAT | | | 0020 601-06037 4.000 EACH| 575.00000 2300.00| 537.00000 2148.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0021 601-91921 8.000 EACH| 212.00000 1696.00| 1.00000 8.00| 100.00000 800.00 GUARDRAIL POST ANCHOR | | | 0022 601-99105 240.000 m | 32.00000 7680.00| 36.00000 8640.00| 35.84000 8601.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 21.000 Mg | 89.67000 1883.07| 75.00000 1575.00| 95.00000 1995.00 HMA FOR APPROACHES | | | 0024 615-06490 11.000 EACH| 124.54000 1369.94| 94.00000 1034.00| 122.00000 1342.00 RIGHT OF WAY MARKER | | | 0025 615-06505 8.000 EACH| 355.84000 2846.72| 150.00000 1200.00| 400.00000 3200.00 MONUMENT, B | | | 0026 616-02320 382.000 m2 | 1.66000 634.12| 3.75000 1432.50| 4.18000 1596.76 GEOTEXTILES | | | 0027 616-06405 513.000 Mg | 19.25000 9875.25| 20.00000 10260.00| 27.00000 13851.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 5.000 kg | 48.00000 240.00| 48.00000 240.00| 70.00000 350.00 SEED MIXTURE, CV | | | 0030 621-06559 3880.000 m2 | 0.48000 1862.40| 0.48000 1862.40| 0.57000 2211.60 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 24.000 EACH| 10.00000 240.00| 10.00000 240.00| 13.00000 312.00 SEEDLING | | | 0033 714-03437 82.400 m2 | 466.40000 38431.36| 275.00000 22660.00| 800.00000 65920.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0034 714-06479 12.800 m | 6188.97000 79218.82| 6300.00000 80640.00| 2000.00000 25600.00 CULVERT, PRECAST 3 SIDED REINFORCED | | | CONCRETE, 6700 mm X 3600 mm | | | 0035 715-05756 12.000 m | 50.34000 604.08| 90.00000 1080.00| 34.00000 408.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0036 715-46000 1.000 EACH| 131.54000 131.54| 350.00000 350.00| 170.00000 170.00 PIPE END SECTION, 300 mm | | | 0037 801-04308 6.000 EACH| 195.00000 1170.00| 295.00000 1770.00| 600.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 12.000 EACH| 94.00000 1128.00| 48.00000 576.00| 100.00000 1200.00 BARRICADE, IIIA | | | 0039 801-06606 12.000 EACH| 91.00000 1092.00| 69.00000 828.00| 120.00000 1440.00 BARRICADE, IIIB | | | 0040 801-06625 21.000 EACH| 79.00000 1659.00| 59.00000 1239.00| 100.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 20.000 EACH| 82.00000 1640.00| 50.00000 1000.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0042 808-06703 680.000 m | 1.55000 1054.00| 1.45000 986.00| 1.60000 1088.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0043 808-75240 85.000 m | 1.55000 131.75| 1.45000 123.25| 1.60000 136.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0044 808-75245 248.000 m | 1.55000 384.40| 1.45000 359.60| 1.60000 396.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0045 808-75996 24.000 EACH| 6.20000 148.80| 25.00000 600.00| 20.00000 480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 24.000 EACH| 43.00000 1032.00| 49.00000 1176.00| 100.00000 2400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 417,771.16| $ 428,305.07| $ 465,889.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,771.16| $ 428,305.07| $ 465,889.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1912582 |(6) 35-1212938 |LAPORTE CONSTRUCTION CO |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 5.000 MOS | 1761.72000 8808.60| 1320.00000 6600.00| 600.00000 3000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14393.62000 14393.62| 11000.00000 11000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19783.00000 19783.00| 27000.00000 27000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 13456.68000 13456.68| 20900.00000 20900.00| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 216.000 m2 | 11.88000 2566.08| 13.20000 2851.20| 15.00000 3240.00 SURFACE MILLING, ASPHALT | | | 0006 203-02070 1300.000 m3 | 20.89000 27157.00| 15.40000 20020.00| 13.00000 16900.00 BORROW | | | 0007 203-02100 6300.000 m3 | 10.61000 66843.00| 7.70000 48510.00| 13.00000 81900.00 EXCAVATION, PEAT | | | 0008 205-02224 274.000 m | 5.58000 1528.92| 7.70000 2109.80| 6.00000 1644.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 76.000 m | 7.55000 573.80| 11.00000 836.00| 7.60000 577.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 211-02050 5700.000 m3 | 17.05000 97185.00| 19.80000 112860.00| 15.50000 88350.00 B BORROW | | | 0011 211-02060 546.000 m3 | 30.38000 16587.48| 26.40000 14414.40| 22.00000 12012.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 804.000 Mg | 18.00000 14472.00| 19.80000 15919.20| 15.00000 12060.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 513.000 Mg | 35.00000 17955.00| 38.50000 19750.50| 39.00000 20007.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 284.000 Mg | 38.00000 10792.00| 41.80000 11871.20| 41.00000 11644.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 162.000 Mg | 45.00000 7290.00| 51.70000 8375.40| 46.00000 7452.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 94.000 Mg | 45.00000 4230.00| 50.60000 4756.40| 59.00000 5546.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 468.000 m2 | 8.00000 3744.00| 8.80000 4118.40| 4.00000 1872.00 SEAL COAT, 2 | | | 0018 405-05518 500.000 m2 | 2.00000 1000.00| 2.20000 1100.00| 1.15000 575.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 1.200 Mg | 250.00000 300.00| 275.00000 330.00| 240.00000 288.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1912582 |(6) 35-1212938 |LAPORTE CONSTRUCTION CO |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 537.00000 2148.00| 632.50000 2530.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0021 601-91921 8.000 EACH| 328.16000 2625.28| 563.20000 4505.60| 400.00000 3200.00 GUARDRAIL POST ANCHOR | | | 0022 601-99105 240.000 m | 36.00000 8640.00| 35.20000 8448.00| 34.00000 8160.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 21.000 Mg | 80.00000 1680.00| 110.00000 2310.00| 69.00000 1449.00 HMA FOR APPROACHES | | | 0024 615-06490 11.000 EACH| 94.00000 1034.00| 119.90000 1318.90| 115.00000 1265.00 RIGHT OF WAY MARKER | | | 0025 615-06505 8.000 EACH| 395.00000 3160.00| 396.00000 3168.00| 380.00000 3040.00 MONUMENT, B | | | 0026 616-02320 382.000 m2 | 2.68000 1023.76| 2.75000 1050.50| 4.00000 1528.00 GEOTEXTILES | | | 0027 616-06405 513.000 Mg | 26.30000 13491.90| 23.10000 11850.30| 22.00000 11286.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 450.00000 900.00| 495.00000 990.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 5.000 kg | 48.00000 240.00| 52.80000 264.00| 50.00000 250.00 SEED MIXTURE, CV | | | 0030 621-06559 3880.000 m2 | 0.48000 1862.40| 1.10000 4268.00| 0.55000 2134.00 MULCHED SEEDING, R | | | 0031 622-52436 4.000 EACH| 20.00000 80.00| 28.60000 114.40| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 24.000 EACH| 10.00000 240.00| 11.00000 264.00| 11.00000 264.00 SEEDLING | | | 0033 714-03437 82.400 m2 | 453.94000 37404.66| 396.00000 32630.40| 375.00000 30900.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0034 714-06479 12.800 m | 4852.53000 62112.38| 8330.00000 106624.00| 10500.00000 134400.00 CULVERT, PRECAST 3 SIDED REINFORCED | | | CONCRETE, 6700 mm X 3600 mm | | | 0035 715-05756 12.000 m | 113.84000 1366.08| 99.00000 1188.00| 95.00000 1140.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0036 715-46000 1.000 EACH| 216.37000 216.37| 330.00000 330.00| 270.00000 270.00 PIPE END SECTION, 300 mm | | | 0037 801-04308 6.000 EACH| 295.00000 1770.00| 324.50000 1947.00| 330.00000 1980.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 12.000 EACH| 48.00000 576.00| 52.80000 633.60| 60.00000 720.00 BARRICADE, IIIA | | | 0039 801-06606 12.000 EACH| 69.00000 828.00| 75.90000 910.80| 75.00000 900.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1912582 |(6) 35-1212938 |LAPORTE CONSTRUCTION CO |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06625 21.000 EACH| 59.00000 1239.00| 64.90000 1362.90| 70.00000 1470.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 20.000 EACH| 50.00000 1000.00| 55.00000 1100.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | 0042 808-06703 680.000 m | 1.45000 986.00| 1.65000 1122.00| 1.55000 1054.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0043 808-75240 85.000 m | 1.45000 123.25| 1.65000 140.25| 1.55000 131.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0044 808-75245 248.000 m | 1.45000 359.60| 1.65000 409.20| 1.55000 384.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0045 808-75996 24.000 EACH| 26.83000 643.92| 22.00000 528.00| 14.00000 336.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 24.000 EACH| 49.00000 1176.00| 53.90000 1293.60| 46.00000 1104.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 475,592.78| $ 524,623.95| $ 554,437.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 475,592.78| $ 524,623.95| $ 554,437.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0997978 |(8) 35-1690004 |(9) 35-2070195 |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 5.000 MOS | 1720.00000 8600.00| 1380.00000 6900.00| 2400.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 18943.22000 18943.22| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 28845.00000 28845.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 20000.00000 20000.00| 55423.75000 55423.75| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 216.000 m2 | 8.00000 1728.00| 10.70000 2311.20| 10.00000 2160.00 SURFACE MILLING, ASPHALT | | | 0006 203-02070 1300.000 m3 | 14.00000 18200.00| 14.60000 18980.00| 24.00000 31200.00 BORROW | | | 0007 203-02100 6300.000 m3 | 14.00000 88200.00| 6.50000 40950.00| 25.00000 157500.00 EXCAVATION, PEAT | | | 0008 205-02224 274.000 m | 5.60000 1534.40| 7.05000 1931.70| 6.70000 1835.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 76.000 m | 7.55000 573.80| 8.40000 638.40| 9.06000 688.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 211-02050 5700.000 m3 | 14.00000 79800.00| 14.60000 83220.00| 25.00000 142500.00 B BORROW | | | 0011 211-02060 546.000 m3 | 14.00000 7644.00| 23.35000 12749.10| 25.88000 14130.48 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 804.000 Mg | 15.60000 12542.40| 17.55000 14110.20| 25.30000 20341.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 513.000 Mg | 37.50000 19237.50| 35.00000 17955.00| 42.00000 21546.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 284.000 Mg | 39.75000 11289.00| 38.00000 10792.00| 45.60000 12950.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 162.000 Mg | 44.00000 7128.00| 45.00000 7290.00| 54.00000 8748.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 94.000 Mg | 56.25000 5287.50| 45.00000 4230.00| 54.00000 5076.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 468.000 m2 | 3.60000 1684.80| 8.00000 3744.00| 9.60000 4492.80 SEAL COAT, 2 | | | 0018 405-05518 500.000 m2 | 1.00000 500.00| 2.00000 1000.00| 2.50000 1250.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 1.200 Mg | 207.00000 248.40| 250.00000 300.00| 300.00000 360.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0997978 |(8) 35-1690004 |(9) 35-2070195 |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 537.00000 2148.00| 575.00000 2300.00| 708.00000 2832.00 GUARDRAIL END TREATMENT, I | | | 0021 601-91921 8.000 EACH| 254.00000 2032.00| 325.00000 2600.00| 50.00000 400.00 GUARDRAIL POST ANCHOR | | | 0022 601-99105 240.000 m | 36.00000 8640.00| 32.00000 7680.00| 45.48000 10915.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 21.000 Mg | 65.00000 1365.00| 80.00000 1680.00| 96.00000 2016.00 HMA FOR APPROACHES | | | 0024 615-06490 11.000 EACH| 94.00000 1034.00| 109.00000 1199.00| 180.00000 1980.00 RIGHT OF WAY MARKER | | | 0025 615-06505 8.000 EACH| 395.00000 3160.00| 360.00000 2880.00| 474.00000 3792.00 MONUMENT, B | | | 0026 616-02320 382.000 m2 | 2.65000 1012.30| 4.50000 1719.00| 1.10000 420.20 GEOTEXTILES | | | 0027 616-06405 513.000 Mg | 25.00000 12825.00| 23.35000 11978.55| 33.35000 17108.55 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 5.000 kg | 48.00000 240.00| 48.00000 240.00| 57.60000 288.00 SEED MIXTURE, CV | | | 0030 621-06559 3880.000 m2 | 0.48000 1862.40| 0.48000 1862.40| 0.58000 2250.40 MULCHED SEEDING, R | | | 0031 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 24.000 EACH| 10.00000 240.00| 10.00000 240.00| 12.00000 288.00 SEEDLING | | | 0033 714-03437 82.400 m2 | 394.00000 32465.60| 336.00000 27686.40| 458.00000 37739.20 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0034 714-06479 12.800 m | 12587.00000 161113.60| 13255.00000 169664.00| 7200.00000 92160.00 CULVERT, PRECAST 3 SIDED REINFORCED | | | CONCRETE, 6700 mm X 3600 mm | | | 0035 715-05756 12.000 m | 72.00000 864.00| 55.00000 660.00| 32.00000 384.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0036 715-46000 1.000 EACH| 131.00000 131.00| 151.00000 151.00| 150.00000 150.00 PIPE END SECTION, 300 mm | | | 0037 801-04308 6.000 EACH| 295.00000 1770.00| 195.00000 1170.00| 208.00000 1248.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 12.000 EACH| 48.00000 576.00| 94.00000 1128.00| 180.00000 2160.00 BARRICADE, IIIA | | | 0039 801-06606 12.000 EACH| 69.00000 828.00| 91.00000 1092.00| 120.00000 1440.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 370 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 528,802.44 ROUTE : SR 10 CALL ORDER : 370 CONTRACT ID : B -24335-A COUNTIES : MARSHALL LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0997978 |(8) 35-1690004 |(9) 35-2070195 |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06625 21.000 EACH| 59.00000 1239.00| 79.00000 1659.00| 102.00000 2142.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 20.000 EACH| 50.00000 1000.00| 82.00000 1640.00| 80.00000 1600.00 CONSTRUCTION SIGN, A | | | 0042 808-06703 680.000 m | 1.45000 986.00| 1.55000 1054.00| 5.00000 3400.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0043 808-75240 85.000 m | 1.45000 123.25| 1.55000 131.75| 3.00000 255.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0044 808-75245 248.000 m | 1.45000 359.60| 1.55000 384.40| 5.00000 1240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0045 808-75996 24.000 EACH| 14.00000 336.00| 5.00000 120.00| 196.00000 4704.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 24.000 EACH| 49.00000 1176.00| 43.00000 1032.00| 206.00000 4944.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 558,224.55| $ 573,265.07| $ 696,955.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,224.55| $ 573,265.07| $ 696,955.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9975093 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 695,089.81 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 702,867.44 101.1189% 3 35-1523985 WIRTZ & YATES, INC. $ 730,967.02 105.1615% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 759,757.27 109.3034% 5 35-1212938 ATLAS EXCAVATING, INC. $ 917,269.10 131.9641% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|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 REPLACEMENT | | | 0001 105-01925 6.000 MOS | 1443.75000 8662.50| 1500.00000 9000.00| 1200.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10527.14000 10527.14| 7500.00000 7500.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34500.00000 34500.00| 40000.00000 40000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17350.00000 17350.00| 20000.00000 20000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0006 202-04089 6.000 EACH| 19.85000 119.10| 50.00000 300.00| 40.00000 240.00 SHEET SIGN, REMOVE | | | 0007 202-51330 LUMP| 61881.20000 61881.20| 51000.00000 51000.00| 22500.00000 22500.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 185.000 m2 | 10.23000 1892.55| 6.00000 1110.00| 14.34000 2652.90 SURFACE MILLING, ASPHALT | | | 0009 203-02000 761.000 m3 | 3.35000 2549.35| 6.00000 4566.00| 9.15000 6963.15 EXCAVATION, COMMON | | | 0010 203-02070 1627.000 m3 | 9.33000 15179.91| 10.00000 16270.00| 13.07000 21264.89 BORROW | | | 0011 205-02224 80.000 m | 8.20000 656.00| 8.00000 640.00| 9.38000 750.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02226 10.000 m | 75.00000 750.00| 42.00000 420.00| 100.00000 1000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0013 205-02234 1.000 EACH| 40.00000 40.00| 40.00000 40.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 206-51220 196.000 m3 | 14.45000 2832.20| 50.00000 9800.00| 78.36000 15358.56 EXCAVATION, WET | | | 0016 206-51230 32.000 m3 | 13.59000 434.88| 20.00000 640.00| 26.25000 840.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 206-51235 LUMP| 99102.47000 99102.47| 50000.00000 50000.00| 50000.00000 50000.00 COFFERDAM | | | 0018 211-02060 34.000 m3 | 26.47000 899.98| 30.00000 1020.00| 26.47000 899.98 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 28.000 m3 | 97.87000 2740.36| 80.00000 2240.00| 198.21000 5549.88 FLOWABLE MORTAR | | | 0020 303-04075 740.000 Mg | 24.00000 17760.00| 18.00000 13320.00| 17.60000 13024.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0021 303-52308 115.000 Mg | 13.00000 1495.00| 18.00000 2070.00| 17.60000 2024.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 490.000 Mg | 33.00000 16170.00| 40.00000 19600.00| 37.00000 18130.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05470 835.000 Mg | 35.00000 29225.00| 35.50000 29642.50| 40.00000 33400.00 HMA BASE C25.0 mm, MAINLINE | | | 0024 402-05473 385.000 Mg | 34.00000 13090.00| 40.00000 15400.00| 39.00000 15015.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0025 402-05477 190.000 Mg | 42.00000 7980.00| 48.00000 9120.00| 47.00000 8930.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 405-05518 150.250 m2 | 7.00000 1051.75| 2.50000 375.63| 7.80000 1171.95 ASPHALT FOR PRIME COAT | | | 0027 406-05520 3.000 Mg | 200.00000 600.00| 510.00000 1530.00| 300.00000 900.00 ASPHALT FOR TACK COAT | | | 0028 501-05090 166.000 m2 | 30.29000 5028.14| 60.00000 9960.00| 52.48000 8711.68 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01700 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01839 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1926.25000 1926.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0032 601-06037 2.000 EACH| 580.00000 1160.00| 580.00000 1160.00| 644.00000 1288.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 104.775 m | 32.80000 3436.62| 32.80000 3436.62| 37.00000 3876.68 GUARDRAIL, W BEAM, 1.905 m SPACING 38.5 | | | 0034 602-06729 6.000 EACH| 8.00000 48.00| 15.00000 90.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0035 603-06040 190.000 m | 21.40000 4066.00| 21.40000 4066.00| 52.00000 9880.00 FENCE, FARM FIELD, 1190 mm | | | 0036 610-05527 138.000 Mg | 53.28000 7352.64| 65.00000 8970.00| 60.00000 8280.00 HMA FOR APPROACHES , SHOULDER | | | 0037 611-06497 1.000 EACH| 210.00000 210.00| 210.00000 210.00| 225.00000 225.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06527 1.000 EACH| 325.00000 325.00| 200.00000 200.00| 420.00000 420.00 MONUMENT, SECTION CORNER | | | 0039 616-02320 763.000 m2 | 1.73000 1319.99| 3.50000 2670.50| 4.18000 3189.34 GEOTEXTILES | | | 0040 616-06405 555.000 Mg | 19.62000 10889.10| 18.00000 9990.00| 29.70000 16483.50 RIPRAP, REVETMENT | | | 0041 616-06451 22.000 Mg | 19.78000 435.16| 24.00000 528.00| 29.70000 653.40 RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06548 1.000 kg | 55.00000 55.00| 55.00000 55.00| 70.00000 70.00 SEED MIXTURE, CV | | | 0044 621-06559 2230.000 m2 | 0.60000 1338.00| 0.60000 1338.00| 0.72000 1605.60 MULCHED SEEDING, R | | | 0045 621-06567 5.200 kL | 1.00000 5.20| 1.00000 5.20| 2.00000 10.40 WATER | | | 0046 621-06574 292.000 m2 | 6.88000 2008.96| 6.88000 2008.96| 8.25000 2409.00 SODDING | | | 0047 622-91786 32.000 EACH| 9.00000 288.00| 9.00000 288.00| 11.00000 352.00 SEEDLING | | | 0048 701-96089 409.000 m | 65.62000 26838.58| 75.00000 30675.00| 88.52000 36204.68 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0049 702-51005 69.600 m3 | 421.17000 29313.43| 800.00000 55680.00| 457.61000 31849.66 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 29.000 m3 | 155.47000 4508.63| 400.00000 11600.00| 393.10000 11399.90 CONCRETE, B, FOOTINGS | | | 0051 703-51030 8290.000 kg | 0.99000 8207.10| 1.25000 10362.50| 1.32000 10942.80 REINFORCING STEEL | | | 0052 703-51032 16686.000 kg | 1.14000 19022.04| 1.30000 21691.80| 1.54000 25696.44 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 704-51002 124.400 m3 | 279.93000 34823.29| 400.00000 49760.00| 393.08000 48899.15 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-51020 20.000 m3 | 465.89000 9317.80| 575.00000 11500.00| 520.00000 10400.00 CONCRETE, C, RAILING | | | 0055 707-05977 508.000 m2 | 232.62000 118170.96| 200.00000 101600.00| 234.00000 118872.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0056 709-51821 LUMP| 3830.00000 3830.00| 3830.00000 3830.00| 5000.00000 5000.00 SURFACE SEAL | | | 0057 715-05048 677.000 m | 3.11000 2105.47| 8.00000 5416.00| 4.51000 3053.27 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05053 34.000 m | 17.17000 583.78| 29.00000 986.00| 14.00000 476.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05119 19.000 m | 64.63000 1227.97| 92.00000 1748.00| 36.00000 684.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0060 715-05149 193.000 m | 50.56000 9758.08| 64.00000 12352.00| 34.00000 6562.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 120.000 m | 73.59000 8830.80| 68.00000 8160.00| 40.00000 4800.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-46005 2.000 EACH| 186.53000 373.06| 400.00000 800.00| 150.00000 300.00 PIPE END SECTION, 375 mm | | | 0063 718-52610 154.000 m3 | 32.32000 4977.28| 17.00000 2618.00| 31.27000 4815.58 AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 1441.000 m2 | 0.93000 1340.13| 2.00000 2882.00| 4.18000 6023.38 GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-45069 1.000 EACH| 2019.29000 2019.29| 1500.00000 1500.00| 2300.00000 2300.00 INLET, P12 | | | 0066 720-45260 1.000 EACH| 734.79000 734.79| 1000.00000 1000.00| 600.00000 600.00 PIPE CATCH BASIN, 300 mm | | | 0067 730-02628 1.000 EACH| 488.29000 488.29| 500.00000 500.00| 300.00000 300.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0068 801-04308 6.000 EACH| 250.00000 1500.00| 365.00000 2190.00| 700.00000 4200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06605 22.000 EACH| 120.00000 2640.00| 55.00000 1210.00| 110.00000 2420.00 BARRICADE, IIIA | | | 0070 801-06606 6.000 EACH| 139.00000 834.00| 85.00000 510.00| 160.00000 960.00 BARRICADE, IIIB | | | 0071 801-06625 29.000 EACH| 79.00000 2291.00| 59.00000 1711.00| 100.00000 2900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 14.000 EACH| 99.00000 1386.00| 59.00000 826.00| 100.00000 1400.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1523985 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06775 LUMP| 4029.76000 4029.76| 1500.00000 1500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0074 802-02489 3.100 m | 20.66000 64.05| 21.00000 65.10| 100.00000 310.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0075 802-76035 0.562 m2 | 161.44000 90.73| 165.00000 92.73| 100.00000 56.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS 250 | | | 0076 808-06713 910.000 m | 0.98000 891.80| 0.54000 491.40| 0.64000 582.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 925.000 m | 0.98000 906.50| 0.54000 499.50| 0.64000 592.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 695,089.81| $ 702,867.44| $ 730,967.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,089.81| $ 702,867.44| $ 730,967.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 6.000 MOS | 1802.88000 10817.28| 650.00000 3900.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13259.93000 13259.93| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28581.49000 28581.49| 46800.00000 46800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10237.30000 10237.30| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0006 202-04089 6.000 EACH| 86.60000 519.60| 110.00000 660.00| SHEET SIGN, REMOVE | | | 0007 202-51330 LUMP| 22471.38000 22471.38| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 185.000 m2 | 14.23000 2632.55| 7.00000 1295.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 761.000 m3 | 9.78000 7442.58| 14.00000 10654.00| EXCAVATION, COMMON | | | 0010 203-02070 1627.000 m3 | 19.16000 31173.32| 15.00000 24405.00| BORROW | | | 0011 205-02224 80.000 m | 8.20000 656.00| 8.00000 640.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02226 10.000 m | 75.00000 750.00| 78.00000 780.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0013 205-02234 1.000 EACH| 40.00000 40.00| 45.00000 45.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 2.000 EACH| 40.00000 80.00| 45.00000 90.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 206-51220 196.000 m3 | 43.05000 8437.80| 55.00000 10780.00| EXCAVATION, WET | | | 0016 206-51230 32.000 m3 | 32.98000 1055.36| 40.00000 1280.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 206-51235 LUMP| 90069.00000 90069.00| 135000.00000 135000.00| COFFERDAM | | | 0018 211-02060 34.000 m3 | 26.91000 914.94| 36.00000 1224.00| B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 28.000 m3 | 142.87000 4000.36| 130.00000 3640.00| FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-04075 740.000 Mg | 21.55000 15947.00| 18.00000 13320.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0021 303-52308 115.000 Mg | 30.14000 3466.10| 18.00000 2070.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 490.000 Mg | 33.00000 16170.00| 35.00000 17150.00| HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05470 835.000 Mg | 35.00000 29225.00| 37.00000 30895.00| HMA BASE C25.0 mm, MAINLINE | | | 0024 402-05473 385.000 Mg | 34.00000 13090.00| 36.00000 13860.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0025 402-05477 190.000 Mg | 42.00000 7980.00| 44.00000 8360.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0026 405-05518 150.250 m2 | 7.00000 1051.75| 7.50000 1126.88| ASPHALT FOR PRIME COAT | | | 0027 406-05520 3.000 Mg | 200.00000 600.00| 210.00000 630.00| ASPHALT FOR TACK COAT | | | 0028 501-05090 166.000 m2 | 45.77000 7597.82| 45.00000 7470.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 601-01522 4.000 EACH| 1052.00000 4208.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01700 1.000 EACH| 1498.00000 1498.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01839 1.000 EACH| 1498.00000 1498.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0032 601-06037 2.000 EACH| 579.00000 1158.00| 600.00000 1200.00| GUARDRAIL END TREATMENT, I | | | 0033 601-99105 104.775 m | 32.00000 3352.80| 34.00000 3562.35| GUARDRAIL, W BEAM, 1.905 m SPACING 38.5 | | | 0034 602-06729 6.000 EACH| 7.00000 42.00| 5.60000 33.60| BARRIER DELINEATOR | | | 0035 603-06040 190.000 m | 15.25000 2897.50| 22.50000 4275.00| FENCE, FARM FIELD, 1190 mm | | | 0036 610-05527 138.000 Mg | 50.00000 6900.00| 54.00000 7452.00| HMA FOR APPROACHES , SHOULDER | | | 0037 611-06497 1.000 EACH| 92.00000 92.00| 220.00000 220.00| MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06527 1.000 EACH| 375.00000 375.00| 340.00000 340.00| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 616-02320 763.000 m2 | 2.24000 1709.12| 4.20000 3204.60| GEOTEXTILES | | | 0040 616-06405 555.000 Mg | 25.67000 14246.85| 23.00000 12765.00| RIPRAP, REVETMENT | | | 0041 616-06451 22.000 Mg | 27.21000 598.62| 28.00000 616.00| RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH| 450.00000 450.00| 475.00000 475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06548 1.000 kg | 55.00000 55.00| 56.00000 56.00| SEED MIXTURE, CV | | | 0044 621-06559 2230.000 m2 | 0.60000 1338.00| 0.65000 1449.50| MULCHED SEEDING, R | | | 0045 621-06567 5.200 kL | 1.00000 5.20| 1.10000 5.72| WATER | | | 0046 621-06574 292.000 m2 | 6.88000 2008.96| 7.20000 2102.40| SODDING | | | 0047 622-91786 32.000 EACH| 9.00000 288.00| 10.00000 320.00| SEEDLING | | | 0048 701-96089 409.000 m | 102.53000 41934.77| 120.00000 49080.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0049 702-51005 69.600 m3 | 343.50000 23907.60| 525.00000 36540.00| CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 29.000 m3 | 488.55000 14167.95| 310.00000 8990.00| CONCRETE, B, FOOTINGS | | | 0051 703-51030 8290.000 kg | 1.27000 10528.30| 1.35000 11191.50| REINFORCING STEEL | | | 0052 703-51032 16686.000 kg | 1.33000 22192.38| 1.40000 23360.40| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 124.400 m3 | 523.48000 65120.91| 290.00000 36076.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-51020 20.000 m3 | 768.34000 15366.80| 650.00000 13000.00| CONCRETE, C, RAILING | | | 0055 707-05977 508.000 m2 | 229.13000 116398.04| 380.00000 193040.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0056 709-51821 LUMP| 3485.44000 3485.44| 5300.00000 5300.00| SURFACE SEAL | | | 0057 715-05048 677.000 m | 41.21000 27899.17| 5.00000 3385.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05053 34.000 m | 72.05000 2449.70| 36.00000 1224.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05119 19.000 m | 74.16000 1409.04| 150.00000 2850.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0060 715-05149 193.000 m | 50.82000 9808.26| 130.00000 25090.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 120.000 m | 63.40000 7608.00| 145.00000 17400.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-46005 2.000 EACH| 321.54000 643.08| 210.00000 420.00| PIPE END SECTION, 375 mm | | | 0063 718-52610 154.000 m3 | 45.49000 7005.46| 62.00000 9548.00| AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 1441.000 m2 | 3.30000 4755.30| 1.80000 2593.80| GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-45069 1.000 EACH| 2648.02000 2648.02| 1450.00000 1450.00| INLET, P12 | | | 0066 720-45260 1.000 EACH| 1309.02000 1309.02| 670.00000 670.00| PIPE CATCH BASIN, 300 mm | | | 0067 730-02628 1.000 EACH| 379.53000 379.53| 345.00000 345.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0068 801-04308 6.000 EACH| 345.00000 2070.00| 360.00000 2160.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06605 22.000 EACH| 55.00000 1210.00| 65.00000 1430.00| BARRICADE, IIIA | | | 0070 801-06606 6.000 EACH| 85.00000 510.00| 100.00000 600.00| BARRICADE, IIIB | | | 0071 801-06625 29.000 EACH| 59.00000 1711.00| 75.00000 2175.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 14.000 EACH| 59.00000 826.00| 75.00000 1050.00| CONSTRUCTION SIGN, A | | | 0073 801-06775 LUMP| 2393.34000 2393.34| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0074 802-02489 3.100 m | 36.00000 111.60| 39.00000 120.90| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0075 802-76035 0.562 m2 | 169.40000 95.20| 225.00000 126.45| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS 250 | | | 0076 808-06713 910.000 m | 0.45000 409.50| 0.60000 546.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 925.000 m | 0.45000 416.25| 0.60000 555.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 380 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 843,710.16 ROUTE : CR 500E CALL ORDER : 380 CONTRACT ID : B -24601-A COUNTIES : STARKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 759,757.27| $ 917,269.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 759,757.27| $ 917,269.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4615002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 310,491.67 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 326,872.13 105.2756% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 370,533.07 119.3375% 4 35-1636776 LINKEL COMPANY $ 408,132.20 131.4470% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2032723 |(3) 35-1128289 |YARDBERRY LANDSCAPE |L M S ENVIRONMENTAL CONTRACT|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING, DRAINAGE, GUARDRAIL | | | 0001 105-06790 7.000 MOS | 1100.00000 7700.00| 1365.00000 9555.00| 1200.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 14000.00000 14000.00| 4637.75000 4637.75| 18527.00000 18527.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 10000.00000 10000.00| 17909.20000 17909.20| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0004 202-02271 24.000 EACH| 350.00000 8400.00| 411.87000 9884.88| 400.00000 9600.00 HEADWALL, REMOVE | | | 0005 203-02070 147.000 m3 | 45.00000 6615.00| 60.00000 8820.00| 60.00000 8820.00 BORROW | | | 0006 203-02080 1.433 km | 14587.57000 20903.98| 22400.00000 32099.20| 20000.00000 28660.00 LINEAR GRADING | | | 0007 205-02770 310.000 m2 | 3.00000 930.00| 3.93000 1218.30| 4.00000 1240.00 EROSION CONTROL BLANKET | | | 0008 210-06369 4.000 m | 20.00000 80.00| 793.84000 3175.36| 400.00000 1600.00 SAW CUT , HEADWALL | | | 0009 211-02050 3.000 m3 | 70.00000 210.00| 100.00000 300.00| 80.00000 240.00 B BORROW | | | 0010 303-52309 497.000 Mg | 28.00000 13916.00| 42.03000 20888.91| 32.00000 15904.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 305-05204 14.000 Mg | 100.00000 1400.00| 195.00000 2730.00| 125.00000 1750.00 HMA FOR PATCHING | | | 0012 601-01700 5.000 EACH| 2240.00000 11200.00| 2438.00000 12190.00| 1550.00000 7750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-02103 18.550 m | 64.00000 1187.20| 71.50000 1326.32| 46.00000 853.30 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2032723 |(3) 35-1128289 |YARDBERRY LANDSCAPE |L M S ENVIRONMENTAL CONTRACT|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-02636 27.170 m | 87.00000 2363.79| 97.50000 2649.08| 57.00000 1548.69 GUARDRAIL, W BEAM, NESTED | | | 0015 601-03464 2.000 EACH| 47.25000 94.50| 58.50000 117.00| 40.00000 80.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0016 601-06037 11.000 EACH| 776.25000 8538.75| 878.00000 9658.00| 565.00000 6215.00 GUARDRAIL END TREATMENT, I | | | 0017 601-99105 984.000 m | 42.55000 41869.20| 48.10000 47330.40| 32.00000 31488.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 611-95023 5.000 EACH| 175.00000 875.00| 68.00000 340.00| 150.00000 750.00 MAILBOX ASSEMBLY, RESET | | | 0019 616-02320 434.500 m2 | 3.50000 1520.75| 2.96000 1286.12| 2.00000 869.00 GEOTEXTILES | | | 0020 616-05688 37.000 Mg | 58.00000 2146.00| 32.80000 1213.60| 46.00000 1702.00 RIPRAP, CLASS 1 | | | 0021 616-06451 358.000 Mg | 50.00000 17900.00| 39.52000 14148.16| 45.00000 16110.00 RIPRAP, UNIFORM | | | 0022 702-90915 2.500 m3 | 750.00000 1875.00| 749.00000 1872.50| 1000.00000 2500.00 CONCRETE, A | | | 0023 714-02720 2.500 m | 2000.00000 5000.00| 992.00000 2480.00| 1850.00000 4625.00 CULVERT, PRECAST BOX, CONCRETE, 900 mm | | | x 900 mm | | | 0024 714-95538 3.000 m | 1000.00000 3000.00| 763.71000 2291.13| 1800.00000 5400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 600 mm x 600 mm | | | 0025 715-05118 10.000 m | 58.00000 580.00| 168.87000 1688.70| 130.00000 1300.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0026 715-05119 9.900 m | 60.00000 594.00| 177.46000 1756.85| 350.00000 3465.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-46000 25.000 EACH| 200.00000 5000.00| 444.67000 11116.75| 250.00000 6250.00 PIPE END SECTION, 300 mm | | | 0028 715-46010 1.000 EACH| 275.00000 275.00| 378.59000 378.59| 300.00000 300.00 PIPE END SECTION, 450 mm | | | 0029 720-45005 1.000 EACH| 1620.00000 1620.00| 2059.10000 2059.10| 2100.00000 2100.00 INLET, A2 | | | 0030 720-45069 1.000 EACH| 1700.00000 1700.00| 2551.20000 2551.20| 3200.00000 3200.00 INLET, P12 | | | 0031 720-45075 2.000 EACH| 1700.00000 3400.00| 1582.05000 3164.10| 4600.00000 9200.00 INLET, R13 | | | 0032 729-51875 1.100 m2 | 175.00000 192.50| 1486.02000 1634.62| 1000.00000 1100.00 CONCRETE, A, PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2032723 |(3) 35-1128289 |YARDBERRY LANDSCAPE |L M S ENVIRONMENTAL CONTRACT|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 730-02397 1.000 EACH| 1750.00000 1750.00| 1792.43000 1792.43| 2100.00000 2100.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0034 730-02628 61.000 EACH| 880.00000 53680.00| 475.41000 29000.01| 400.00000 24400.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 730-02629 3.000 EACH| 400.00000 1200.00| 704.64000 2113.92| 450.00000 1350.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0036 730-03475 3.000 EACH| 800.00000 2400.00| 453.01000 1359.03| 425.00000 1275.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0037 730-03476 1.000 EACH| 800.00000 800.00| 844.53000 844.53| 700.00000 700.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0038 730-03584 10.000 EACH| 1100.00000 11000.00| 586.40000 5864.00| 475.00000 4750.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0039 730-04342 2.000 EACH| 1000.00000 2000.00| 785.41000 1570.82| 675.00000 1350.00 SAFETY METAL END SECTION, 4:1, 700 mm X | | | 500 mm | | | 0040 801-06640 47.000 EACH| 95.00000 4465.00| 62.40000 2932.80| 88.00000 4136.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 20.000 EACH| 80.00000 1600.00| 19.50000 390.00| 44.00000 880.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 30000.00000 30000.00| 38000.00000 38000.00| 87259.28000 87259.28 MAINTAINING TRAFFIC | | | 0043 105-06845 LUMP| 5000.00000 5000.00| 7901.79000 7901.79| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0044 621-01004 2.000 EACH| 500.00000 1000.00| 910.00000 1820.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06553 12.000 kg | 30.00000 360.00| 31.85000 382.20| 27.00000 324.00 SEED MIXTURE, R | | | 0046 621-06545 0.060 Mg | 2500.00000 150.00| 7163.00000 429.78| 6030.00000 361.80 FERTILIZER | | | SECTION TOTALS | $ 310,491.67| $ 326,872.13| $ 370,533.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 310,491.67| $ 326,872.13| $ 370,533.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING, DRAINAGE, GUARDRAIL | | | 0001 105-06790 7.000 MOS | 2000.00000 14000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0004 202-02271 24.000 EACH| 400.00000 9600.00| | HEADWALL, REMOVE | | | 0005 203-02070 147.000 m3 | 10.00000 1470.00| | BORROW | | | 0006 203-02080 1.433 km | 18000.00000 25794.00| | LINEAR GRADING | | | 0007 205-02770 310.000 m2 | 3.00000 930.00| | EROSION CONTROL BLANKET | | | 0008 210-06369 4.000 m | 1000.00000 4000.00| | SAW CUT , HEADWALL | | | 0009 211-02050 3.000 m3 | 128.00000 384.00| | B BORROW | | | 0010 303-52309 497.000 Mg | 40.00000 19880.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 305-05204 14.000 Mg | 200.00000 2800.00| | HMA FOR PATCHING | | | 0012 601-01700 5.000 EACH| 1600.00000 8000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-02103 18.550 m | 50.00000 927.50| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0014 601-02636 27.170 m | 60.00000 1630.20| | GUARDRAIL, W BEAM, NESTED | | | 0015 601-03464 2.000 EACH| 50.00000 100.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0016 601-06037 11.000 EACH| 1000.00000 11000.00| | GUARDRAIL END TREATMENT, I | | | 0017 601-99105 984.000 m | 50.00000 49200.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 611-95023 5.000 EACH| 200.00000 1000.00| | MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 616-02320 434.500 m2 | 5.00000 2172.50| | GEOTEXTILES | | | 0020 616-05688 37.000 Mg | 50.00000 1850.00| | RIPRAP, CLASS 1 | | | 0021 616-06451 358.000 Mg | 50.00000 17900.00| | RIPRAP, UNIFORM | | | 0022 702-90915 2.500 m3 | 400.00000 1000.00| | CONCRETE, A | | | 0023 714-02720 2.500 m | 3500.00000 8750.00| | CULVERT, PRECAST BOX, CONCRETE, 900 mm | | | x 900 mm | | | 0024 714-95538 3.000 m | 3000.00000 9000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 600 mm x 600 mm | | | 0025 715-05118 10.000 m | 150.00000 1500.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0026 715-05119 9.900 m | 160.00000 1584.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-46000 25.000 EACH| 300.00000 7500.00| | PIPE END SECTION, 300 mm | | | 0028 715-46010 1.000 EACH| 500.00000 500.00| | PIPE END SECTION, 450 mm | | | 0029 720-45005 1.000 EACH| 1200.00000 1200.00| | INLET, A2 | | | 0030 720-45069 1.000 EACH| 1800.00000 1800.00| | INLET, P12 | | | 0031 720-45075 2.000 EACH| 1500.00000 3000.00| | INLET, R13 | | | 0032 729-51875 1.100 m2 | 1000.00000 1100.00| | CONCRETE, A, PATCHING | | | 0033 730-02397 1.000 EACH| 600.00000 600.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0034 730-02628 61.000 EACH| 450.00000 27450.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0035 730-02629 3.000 EACH| 550.00000 1650.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0036 730-03475 3.000 EACH| 500.00000 1500.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0037 730-03476 1.000 EACH| 700.00000 700.00| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0038 730-03584 10.000 EACH| 600.00000 6000.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/06/99 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 330,129.05 ROUTE : 148 CALL ORDER : 500 CONTRACT ID : T -24213-C COUNTIES : DEARBORN LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 730-04342 2.000 EACH| 900.00000 1800.00| | SAFETY METAL END SECTION, 4:1, 700 mm X | | | 500 mm | | | 0040 801-06640 47.000 EACH| 200.00000 9400.00| | CONSTRUCTION SIGN, A | | | 0041 801-06645 20.000 EACH| 250.00000 5000.00| | CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0043 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0044 621-01004 2.000 EACH| 1000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06553 12.000 kg | 200.00000 2400.00| | SEED MIXTURE, R | | | 0046 621-06545 0.060 Mg | 1000.00000 60.00| | FERTILIZER | | | SECTION TOTALS | $ 408,132.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 408,132.20| | ====================================================================================================================================