INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0754002 0754002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. REJECTED $ 1,053,524.95 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS AWARD $ 1,059,000.00 100.5196% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,167,268.30 110.7964% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,189,800.62 112.9352% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1000.00000 8000.00| 1800.00000 14400.00| 1700.00000 13600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 52500.00000 52500.00| 52900.00000 52900.00| 58000.00000 58000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21000.00000 21000.00| 21000.00000 21000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2213.000 m2 | 12.50000 27662.50| 17.00000 37621.00| 12.00000 26556.00 PAVEMENT REMOVAL | | | 0006 202-02272 113.000 m | 8.00000 904.00| 42.00000 4746.00| 32.00000 3616.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-03000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 202-03875 2.000 EACH| 500.00000 1000.00| 950.00000 1900.00| 500.00000 1000.00 CONCRETE STEPS, REMOVE | | | 0009 202-78515 LUMP| 1500.00000 1500.00| 2700.00000 2700.00| 1550.00000 1550.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-96035 50.000 m | 9.00000 450.00| 42.00000 2100.00| 75.00000 3750.00 CONCRETE WALL, REMOVE | | | 0011 203-02000 3110.000 m3 | 20.00000 62200.00| 16.50000 51315.00| 22.00000 68420.00 EXCAVATION, COMMON | | | 0012 205-06932 40.000 m | 15.00000 600.00| 21.00000 840.00| 15.00000 600.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 29.000 EACH| 25.00000 725.00| 82.00000 2378.00| 55.00000 1595.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 630.000 m | 3.00000 1890.00| 6.30000 3969.00| 5.25000 3307.50 TEMPORARY SILT FENCE | | | 0015 207-07500 5787.000 m2 | 4.00000 23148.00| 6.00000 34722.00| 13.50000 78124.50 SUBGRADE TREATMENT, TYPE C | | | 0016 210-06057 8.000 m2 | 60.00000 480.00| 50.00000 400.00| 48.00000 384.00 PAINT CENTER ISLAND, SOLID, YELLOW | | | 0017 211-07454 1420.000 m3 | 35.00000 49700.00| 22.00000 31240.00| 30.00000 42600.00 STRUCTURE BACKFILL | | | 0018 303-01180 467.000 Mg | 17.00000 7939.00| 24.00000 11208.00| 34.00000 15878.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07490 100.000 Mg | 176.00000 17600.00| 176.00000 17600.00| 185.00000 18500.00 HMA PATCHING, TYPE B | | | 0020 306-08034 1254.000 m2 | 4.50000 5643.00| 2.50000 3135.00| 6.00000 7524.00 MILLING, ASPHALT, 38 mm | | | 0021 401-07333 601.000 Mg | 56.00000 33656.00| 56.00000 33656.00| 58.00000 34858.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0022 401-07402 731.000 Mg | 55.00000 40205.00| 55.00000 40205.00| 57.00000 41667.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0023 401-07417 2879.000 Mg | 47.00000 135313.00| 47.00000 135313.00| 49.00000 141071.00 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0024 402-07433 29.000 Mg | 154.00000 4466.00| 154.00000 4466.00| 160.00000 4640.00 HMA SURFACE, TYPE B | | | 0025 402-07441 88.000 Mg | 128.00000 11264.00| 128.00000 11264.00| 135.00000 11880.00 HMA BASE, TYPE B | | | 0026 402-07451 86.000 Mg | 70.00000 6020.00| 70.00000 6020.00| 75.00000 6450.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 402-07453 1021.000 Mg | 60.00000 61260.00| 48.00000 49008.00| 50.00000 51050.00 HMA FOR TEMPORARY PAVEMENT | | | 0028 405-05517 0.750 Mg | 1292.00000 969.00| 1292.00000 969.00| 1500.00000 1125.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 5.630 Mg | 300.00000 1689.00| 300.00000 1689.00| 350.00000 1970.50 ASPHALT FOR TACK COAT | | | 0030 604-44251 6.000 m3 | 1200.00000 7200.00| 1450.00000 8700.00| 1500.00000 9000.00 STEPS, CONCRETE | | | 0031 605-06120 33.000 m | 55.00000 1815.00| 52.50000 1732.50| 60.00000 1980.00 CURB, CONCRETE | | | 0032 605-06150 772.000 m | 43.00000 33196.00| 41.00000 31652.00| 43.00000 33196.00 CURB AND GUTTER, C, CONCRETE | | | 0033 607-06175 39.000 m | 67.00000 2613.00| 65.00000 2535.00| 68.00000 2652.00 GUTTER, CONCRETE | | | 0034 610-07486 34.000 Mg | 125.00000 4250.00| 125.00000 4250.00| 135.00000 4590.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-05330 683.000 m2 | 42.00000 28686.00| 39.50000 26978.50| 42.00000 28686.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 2.000 EACH| 135.00000 270.00| 135.00000 270.00| 145.00000 290.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 1.000 EACH| 165.00000 165.00| 165.00000 165.00| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 21.000 EACH| 95.00000 1995.00| 95.00000 1995.00| 105.00000 2205.00 RIGHT OF WAY MARKER | | | 0039 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06557 500.000 kg | 6.45000 3225.00| 6.45000 3225.00| 7.00000 3500.00 SEED MIXTURE, T | | | 0041 621-06565 14.000 Mg | 425.00000 5950.00| 425.00000 5950.00| 450.00000 6300.00 MULCHING MATERIAL | | | 0042 621-06567 104.000 kL | 1.00000 104.00| 1.00000 104.00| 1.00000 104.00 WATER | | | 0043 621-06575 5205.000 m2 | 3.95000 20559.75| 3.40000 17697.00| 3.75000 19518.75 SODDING, NURSERY | | | 0044 715-05149 371.000 m | 65.00000 24115.00| 100.00000 37100.00| 105.00000 38955.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 357.000 m | 70.00000 24990.00| 105.00000 37485.00| 105.00000 37485.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 720-45015 3.000 EACH| 2100.00000 6300.00| 1700.00000 5100.00| 2200.00000 6600.00 INLET, A8 | | | 0047 720-45205 2.000 EACH| 2600.00000 5200.00| 2200.00000 4400.00| 2500.00000 5000.00 CATCH BASIN, A2 | | | 0048 720-45215 1.000 EACH| 2600.00000 2600.00| 2200.00000 2200.00| 2400.00000 2400.00 CATCH BASIN, A8 | | | 0049 720-45250 19.000 EACH| 2600.00000 49400.00| 1900.00000 36100.00| 2700.00000 51300.00 CATCH BASIN, K10 | | | 0050 720-45265 2.000 EACH| 2300.00000 4600.00| 1500.00000 3000.00| 2300.00000 4600.00 PIPE CATCH BASIN, 375 mm | | | 0051 720-45410 14.000 EACH| 2600.00000 36400.00| 1900.00000 26600.00| 2300.00000 32200.00 MANHOLE, C4 | | | 0052 801-04308 2.000 EACH| 295.00000 590.00| 295.00000 590.00| 350.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06203 2093.000 m | 0.92000 1925.56| 0.92000 1925.56| 1.00000 2093.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 367.000 m | 3.00000 1101.00| 3.00000 1101.00| 3.25000 1192.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06640 38.000 EACH| 135.00000 5130.00| 135.00000 5130.00| 150.00000 5700.00 CONSTRUCTION SIGN, A | | | 0056 801-06710 240.000 DAY | 16.00000 3840.00| 16.00000 3840.00| 18.00000 4320.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 85000.00000 85000.00| 85889.30000 85889.30| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 50.400 m | 69.50000 3502.80| 69.50000 3502.80| 75.00000 3780.00 BARRICADE, III-A | | | 0059 802-05701 51.200 m | 30.66000 1569.79| 30.66000 1569.79| 32.00000 1638.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-05702 12.100 m | 31.66000 383.09| 31.66000 383.09| 33.00000 399.30 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0061 802-05706 6.600 m | 32.66000 215.56| 32.66000 215.56| 34.00000 224.40 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0062 802-76025 8.461 m2 | 171.07000 1447.42| 171.07000 1447.42| 185.00000 1565.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 10.530 m2 | 192.60000 2028.08| 192.60000 2028.08| 215.00000 2263.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 1.687 m2 | 214.50000 361.86| 214.50000 361.86| 230.00000 388.01 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 805-01815 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0066 805-01842 6.000 EACH| 625.00000 3750.00| 625.00000 3750.00| 650.00000 3900.00 HANDHOLE, SIGNAL | | | 0067 805-01844 283.000 m | 33.00000 9339.00| 33.00000 9339.00| 35.00000 9905.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0068 805-02087 LUMP| 400.00000 400.00| 400.00000 400.00| 450.00000 450.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0069 805-02437 1.000 EACH| 6400.00000 6400.00| 6400.00000 6400.00| 6500.00000 6500.00 CONTROLLER, RELOCATE AND REWIRE | | | 0070 805-78415 4.000 EACH| 1275.00000 5100.00| 1275.00000 5100.00| 1350.00000 5400.00 SPAN, CATENARY, AND TETHER | | | 0071 805-78420 5.000 EACH| 225.00000 1125.00| 225.00000 1125.00| 250.00000 1250.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-78445 1.000 EACH| 437.50000 437.50| 437.50000 437.50| 500.00000 500.00 SIGNAL SERVICE | | | 0073 805-78467 30.000 m | 5.00000 150.00| 5.00000 150.00| 5.50000 165.00 SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 1168.000 m | 1.00000 1168.00| 1.00000 1168.00| 1.10000 1284.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78485 124.000 m | 3.30000 409.20| 3.30000 409.20| 3.60000 446.40 SIGNAL CABLE, 5C 14GA. | | | 0076 805-78490 237.000 m | 3.60000 853.20| 3.60000 853.20| 4.00000 948.00 SIGNAL CABLE, 7C 14GA. | | | 0077 805-78510 932.000 m | 2.30000 2143.60| 2.30000 2143.60| 2.55000 2376.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0078 805-78785 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| 500.00000 5000.00 SIGNAL DETECTOR HOUSING | | | 0079 805-78795 392.000 m | 26.25000 10290.00| 26.25000 10290.00| 28.00000 10976.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0080 805-78930 1.000 EACH| 560.00000 560.00| 560.00000 560.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, M | | | 0081 805-81032 4.000 EACH| 2750.00000 11000.00| 2750.00000 11000.00| 3000.00000 12000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0082 805-92504 10.000 EACH| 396.00000 3960.00| 396.00000 3960.00| 450.00000 4500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 808-06701 15.000 m | 1.28000 19.20| 1.28000 19.20| 1.35000 20.25 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0084 808-06703 590.000 m | 1.28000 755.20| 1.28000 755.20| 1.35000 796.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0085 808-06716 272.000 m | 2.00000 544.00| 2.00000 544.00| 2.25000 612.00 LINE, REMOVE | | | 0086 808-75245 980.000 m | 1.28000 1254.40| 1.28000 1254.40| 1.35000 1323.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 808-75278 20.000 m | 9.60000 192.00| 9.60000 192.00| 10.50000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0088 808-75297 48.000 m | 12.90000 619.20| 12.90000 619.20| 14.00000 672.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75320 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 63.00000 567.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1618530 |RAGLE, INC. |BLANKENBERGER BROTHERS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-75325 4.000 EACH| 65.00000 260.00| 65.00000 260.00| 68.00000 272.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0091 808-75998 50.000 EACH| 60.00000 3000.00| 60.00000 3000.00| 63.00000 3150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 808-92027 181.000 m | 2.72000 492.32| 2.72000 492.32| 3.00000 543.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0093 808-98796 24.000 m | 1.28000 30.72| 1.28000 30.72| 1.35000 32.40 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 1,053,524.95| $ 1,059,000.00| $ 1,167,268.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,053,524.95| $ 1,059,000.00| $ 1,167,268.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 42000.00000 42000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2135.00000 17080.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 59000.00000 59000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 54000.00000 54000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2213.000 m2 | 10.70000 23679.10| | PAVEMENT REMOVAL | | | 0006 202-02272 113.000 m | 27.00000 3051.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-03000 LUMP| 8800.00000 8800.00| | HOUSES AND BUILDINGS, REMOVE | | | 0008 202-03875 2.000 EACH| 365.00000 730.00| | CONCRETE STEPS, REMOVE | | | 0009 202-78515 LUMP| 1900.00000 1900.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-96035 50.000 m | 39.00000 1950.00| | CONCRETE WALL, REMOVE | | | 0011 203-02000 3110.000 m3 | 13.80000 42918.00| | EXCAVATION, COMMON | | | 0012 205-06932 40.000 m | 16.00000 640.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 29.000 EACH| 54.00000 1566.00| | TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 630.000 m | 5.00000 3150.00| | TEMPORARY SILT FENCE | | | 0015 207-07500 5787.000 m2 | 14.60000 84490.20| | SUBGRADE TREATMENT, TYPE C | | | 0016 210-06057 8.000 m2 | 47.00000 376.00| | PAINT CENTER ISLAND, SOLID, YELLOW | | | 0017 211-07454 1420.000 m3 | 27.50000 39050.00| | STRUCTURE BACKFILL | | | 0018 303-01180 467.000 Mg | 22.80000 10647.60| | COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07490 100.000 Mg | 182.00000 18200.00| | HMA PATCHING, TYPE B | | | 0020 306-08034 1254.000 m2 | 3.40000 4263.60| | MILLING, ASPHALT, 38 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07333 601.000 Mg | 59.00000 35459.00| | QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0022 401-07402 731.000 Mg | 58.00000 42398.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0023 401-07417 2879.000 Mg | 50.00000 143950.00| | QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0024 402-07433 29.000 Mg | 163.00000 4727.00| | HMA SURFACE, TYPE B | | | 0025 402-07441 88.000 Mg | 136.00000 11968.00| | HMA BASE, TYPE B | | | 0026 402-07451 86.000 Mg | 76.00000 6536.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0027 402-07453 1021.000 Mg | 52.00000 53092.00| | HMA FOR TEMPORARY PAVEMENT | | | 0028 405-05517 0.750 Mg | 1400.00000 1050.00| | ASPHALT FOR PRIME COAT | | | 0029 406-05520 5.630 Mg | 300.00000 1689.00| | ASPHALT FOR TACK COAT | | | 0030 604-44251 6.000 m3 | 1020.00000 6120.00| | STEPS, CONCRETE | | | 0031 605-06120 33.000 m | 60.00000 1980.00| | CURB, CONCRETE | | | 0032 605-06150 772.000 m | 47.00000 36284.00| | CURB AND GUTTER, C, CONCRETE | | | 0033 607-06175 39.000 m | 72.00000 2808.00| | GUTTER, CONCRETE | | | 0034 610-07486 34.000 Mg | 136.00000 4624.00| | HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 683.000 m2 | 45.00000 30735.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 2.000 EACH| 141.00000 282.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 1.000 EACH| 182.00000 182.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 21.000 EACH| 102.00000 2142.00| | RIGHT OF WAY MARKER | | | 0039 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06557 500.000 kg | 6.80000 3400.00| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 14.000 Mg | 440.00000 6160.00| | MULCHING MATERIAL | | | 0042 621-06567 104.000 kL | 1.00000 104.00| | WATER | | | 0043 621-06575 5205.000 m2 | 3.60000 18738.00| | SODDING, NURSERY | | | 0044 715-05149 371.000 m | 122.00000 45262.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 357.000 m | 132.00000 47124.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 720-45015 3.000 EACH| 2275.00000 6825.00| | INLET, A8 | | | 0047 720-45205 2.000 EACH| 2755.00000 5510.00| | CATCH BASIN, A2 | | | 0048 720-45215 1.000 EACH| 2955.00000 2955.00| | CATCH BASIN, A8 | | | 0049 720-45250 19.000 EACH| 2635.00000 50065.00| | CATCH BASIN, K10 | | | 0050 720-45265 2.000 EACH| 1245.00000 2490.00| | PIPE CATCH BASIN, 375 mm | | | 0051 720-45410 14.000 EACH| 2175.00000 30450.00| | MANHOLE, C4 | | | 0052 801-04308 2.000 EACH| 325.00000 650.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06203 2093.000 m | 1.00000 2093.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 367.000 m | 3.40000 1247.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 38.000 EACH| 145.00000 5510.00| | CONSTRUCTION SIGN, A | | | 0056 801-06710 240.000 DAY | 32.00000 7680.00| | FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 62000.00000 62000.00| | MAINTAINING TRAFFIC | | | 0058 801-07118 50.400 m | 73.00000 3679.20| | BARRICADE, III-A | | | 0059 802-05701 51.200 m | 32.00000 1638.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-05702 12.100 m | 34.00000 411.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-05706 6.600 m | 36.00000 237.60| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0062 802-76025 8.461 m2 | 182.00000 1539.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 10.530 m2 | 212.00000 2232.36| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 1.687 m2 | 230.00000 388.01| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 805-01815 4.000 EACH| 1680.00000 6720.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0066 805-01842 6.000 EACH| 660.00000 3960.00| | HANDHOLE, SIGNAL | | | 0067 805-01844 283.000 m | 36.00000 10188.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0068 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0069 805-02437 1.000 EACH| 2540.00000 2540.00| | CONTROLLER, RELOCATE AND REWIRE | | | 0070 805-78415 4.000 EACH| 1350.00000 5400.00| | SPAN, CATENARY, AND TETHER | | | 0071 805-78420 5.000 EACH| 240.00000 1200.00| | DISCONNECT HANGER | | | 0072 805-78445 1.000 EACH| 465.00000 465.00| | SIGNAL SERVICE | | | 0073 805-78467 30.000 m | 5.30000 159.00| | SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 1168.000 m | 1.10000 1284.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78485 124.000 m | 3.50000 434.00| | SIGNAL CABLE, 5C 14GA. | | | 0076 805-78490 237.000 m | 3.80000 900.60| | SIGNAL CABLE, 7C 14GA. | | | 0077 805-78510 932.000 m | 2.40000 2236.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0078 805-78785 10.000 EACH| 480.00000 4800.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 079 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,858.95 ROUTE : 56 CALL ORDER : 079 CONTRACT ID : R -26657-B COUNTIES : DUBOIS LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 805-78795 392.000 m | 28.00000 10976.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0080 805-78930 1.000 EACH| 590.00000 590.00| | CONTROLLER CABINET FOUNDATION, M | | | 0081 805-81032 4.000 EACH| 2920.00000 11680.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0082 805-92504 10.000 EACH| 420.00000 4200.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 808-06701 15.000 m | 1.35000 20.25| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0084 808-06703 590.000 m | 1.35000 796.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0085 808-06716 272.000 m | 2.00000 544.00| | LINE, REMOVE | | | 0086 808-75245 980.000 m | 1.35000 1323.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 808-75278 20.000 m | 10.60000 212.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0088 808-75297 48.000 m | 13.50000 648.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75320 9.000 EACH| 64.00000 576.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0090 808-75325 4.000 EACH| 70.00000 280.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0091 808-75998 50.000 EACH| 64.00000 3200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 808-92027 181.000 m | 2.90000 524.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0093 808-98796 24.000 m | 1.40000 33.60| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 1,189,800.62| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,189,800.62| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 093 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 093 CONTRACT ID : R -26689-A COUNTIES : VIGO LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 813,475.07 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B074004 B074003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,451,145.95 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,539,694.32 106.1019% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,574,376.69 108.4919% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,589,840.00 109.5575% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 1,707,855.15 117.6901% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REHABILITATION | | | 0001 105-06845 LUMP| 26220.70000 26220.70| 43160.76000 43160.76| 29700.00000 29700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2545.70000 38185.50| 2391.14000 35867.10| 1075.74000 16136.10 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 76984.71000 76984.71| 78718.83000 78718.83 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3439.24000 3439.24| 15396.94000 15396.94| 14389.25000 14389.25 CLEARING RIGHT OF WAY | | | 0005 202-02240 200.000 m2 | 20.34000 4068.00| 16.91000 3382.00| 18.19000 3638.00 PAVEMENT REMOVAL | | | 0006 202-02241 381.000 m | 8.81000 3356.61| 9.34000 3558.54| 8.65000 3295.65 GUARDRAIL, REMOVE | | | 0007 202-02273 75.200 m2 | 36.17000 2719.98| 15.97000 1200.94| 31.90000 2398.88 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02278 93.000 m | 14.85000 1381.05| 10.11000 940.23| 19.26000 1791.18 CURB, CONCRETE, REMOVE | | | 0009 202-02279 24.000 m | 28.41000 681.84| 12.16000 291.84| 22.47000 539.28 CURB AND GUTTER, REMOVE | | | 0010 202-04089 4.000 EACH| 25.46000 101.84| 27.00000 108.00| 25.00000 100.00 SIGN, SHEET, REMOVE | | | 0011 202-51328 LUMP| 36554.07000 36554.07| 104400.71000 104400.71| 155203.89000 155203.89 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-51822 376.000 m2 | 12.88000 4842.88| 12.00000 4512.00| 15.27000 5741.52 BRIDGE DECK OVERLAY, REMOVE | | | 0013 202-93898 1.000 EACH| 1018.28000 1018.28| 680.07000 680.07| 702.68000 702.68 TREE, 300 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 1661.000 m3 | 26.27000 43634.47| 34.29000 56955.69| 18.47000 30678.67 EXCAVATION, COMMON | | | 0015 203-02070 969.000 m3 | 31.66000 30678.54| 17.32000 16783.08| 11.17000 10823.73 BORROW | | | 0016 205-06932 420.000 m | 10.64000 4468.80| 20.09000 8437.80| 58.21000 24448.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 206-51230 170.000 m3 | 59.18000 10060.60| 132.15000 22465.50| 33.07000 5621.90 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-07503 1353.000 m2 | 7.98000 10796.94| 13.05000 17656.65| 7.98000 10796.94 SUBGRADE TREATMENT, TYPE E | | | 0019 211-07454 115.100 m3 | 24.05000 2768.16| 30.36000 3494.44| 39.68000 4567.17 STRUCTURE BACKFILL | | | 0020 303-01180 179.000 Mg | 31.70000 5674.30| 22.37000 4004.23| 28.79000 5153.41 COMPACTED AGGREGATE, NO. 53 | | | 0021 303-52308 561.400 Mg | 40.99000 23011.79| 23.86000 13395.00| 29.79000 16724.11 COMPACTED AGGREGATE, O, 53 | | | 0022 304-07490 51.900 Mg | 171.38000 8894.62| 70.20000 3643.38| 65.00000 3373.50 HMA PATCHING, TYPE B | | | 0023 306-08033 100.000 m2 | 5.97000 597.00| 17.88000 1788.00| 6.00000 600.00 MILLING, ASPHALT, 25 mm | | | 0024 306-08037 19940.000 m2 | 0.96000 19142.40| 1.19000 23728.60| 1.40000 27916.00 MILLING, ASPHALT, 75 mm | | | 0025 401-06264 LUMP| 795.56000 795.56| 1080.00000 1080.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0026 401-07334 1877.500 Mg | 50.65000 95095.38| 59.40000 111523.50| 55.00000 103262.50 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0027 401-07403 1938.100 Mg | 49.12000 95199.47| 48.60000 94191.66| 45.00000 87214.50 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07418 727.300 Mg | 58.79000 42757.97| 54.00000 39274.20| 50.00000 36365.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0029 405-05517 1.000 Mg | 661.89000 661.89| 216.00000 216.00| 200.00000 200.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 16.200 Mg | 222.19000 3599.48| 216.00000 3499.20| 200.00000 3240.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 2.000 EACH| 1451.05000 2902.10| 1539.00000 3078.00| 1425.00000 2850.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-02369 61.400 m | 167.51000 10285.11| 177.66000 10908.32| 164.50000 10100.30 HANDRAIL, STEEL, GALVANIZED, 50 mm | | | 0033 601-04746 2.000 EACH| 5931.48000 11862.96| 6291.00000 12582.00| 5825.00000 11650.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 2.000 EACH| 2062.01000 4124.02| 2187.00000 4374.00| 2025.00000 4050.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-99105 64.800 m | 33.86000 2194.13| 35.91000 2326.97| 33.25000 2154.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-06639 68.000 m | 109.43000 7441.24| 68.00000 4624.00| 162.36000 11040.48 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06729 16.000 EACH| 20.37000 325.92| 8.00000 128.00| 8.63000 138.08 BARRIER DELINEATOR | | | 0038 604-07902 182.100 m2 | 50.91000 9270.71| 59.96000 10918.72| 70.82000 12896.32 CURB RAMP, CONCRETE, H | | | 0039 604-91531 1196.400 m2 | 31.58000 37782.31| 25.44000 30436.42| 29.31000 35066.48 SIDEWALK, CONCRETE, 100 mm | | | 0040 605-06090 150.700 m | 28.41000 4281.39| 10.65000 1604.96| 33.78000 5090.65 CURB, INTEGRAL, CONCRETE | | | 0041 605-06120 337.900 m | 65.47000 22122.31| 44.27000 14958.83| 33.78000 11414.26 CURB, CONCRETE | | | 0042 605-06140 1346.200 m | 65.11000 87651.08| 45.94000 61844.43| 33.92000 45663.10 CURB AND GUTTER, CONCRETE | | | 0043 605-06215 92.000 m | 95.72000 8806.24| 117.11000 10774.12| 127.30000 11711.60 CENTER CURB, D, CONCRETE | | | 0044 609-06257 500.600 m2 | 74.57000 37329.74| 72.00000 36043.20| 60.95000 30511.57 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0045 611-05330 1337.300 m2 | 39.20000 52422.16| 35.85000 47942.21| 51.90000 69405.87 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-94923 8.000 m2 | 55.91000 447.28| 98.22000 785.76| 51.90000 415.20 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 0047 611-95023 6.000 EACH| 152.74000 916.44| 135.00000 810.00| 71.93000 431.58 MAILBOX ASSEMBLY, RESET | | | 0048 615-06490 8.000 EACH| 109.97000 879.76| 116.64000 933.12| 128.48000 1027.84 RIGHT OF WAY MARKER | | | 0049 615-06505 11.000 EACH| 407.31000 4480.41| 432.00000 4752.00| 275.71000 3032.81 MONUMENT, B | | | 0050 616-02320 717.200 m2 | 3.15000 2259.18| 2.00000 1434.40| 2.92000 2094.22 GEOTEXTILES | | | 0051 616-05689 580.000 Mg | 38.78000 22492.40| 37.50000 21750.00| 34.07000 19760.60 RIPRAP, CLASS 2 | | | 0052 616-06405 32.200 Mg | 30.74000 989.83| 41.35000 1331.47| 88.38000 2845.84 RIPRAP, REVETMENT | | | 0053 621-01004 2.000 EACH| 672.06000 1344.12| 324.00000 648.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06560 312.000 m2 | 4.18000 1304.16| 2.72000 848.64| 2.52000 786.24 MULCHED SEEDING, U | | | 0055 621-06567 105.000 kL | 1.02000 107.10| 1.08000 113.40| 1.00000 105.00 WATER | | | 0056 621-06575 7523.200 m2 | 3.28000 24676.10| 3.29000 24751.33| 3.10000 23321.92 SODDING, NURSERY | | | 0057 701-03808 72.000 m | 140.00000 10080.00| 99.00000 7128.00| 209.99000 15119.28 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0058 702-51005 75.200 m3 | 475.00000 35720.00| 555.70000 41788.64| 737.29000 55444.21 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 18.800 m3 | 475.00000 8930.00| 774.46000 14559.85| 383.72000 7213.94 CONCRETE, B, FOOTINGS | | | 0060 702-51863 168.000 EACH| 7.03000 1181.04| 8.00000 1344.00| 5.47000 918.96 FIELD DRILLED HOLE IN CONCRETE | | | 0061 702-93722 21.100 m3 | 443.44000 9356.58| 440.00000 9284.00| 208.74000 4404.41 CONCRETE, C | | | 0062 703-51030 2454.000 kg | 1.25000 3067.50| 1.29000 3165.66| 1.51000 3705.54 REINFORCING STEEL | | | 0063 703-51032 52915.000 kg | 1.33000 70376.95| 1.38000 73022.70| 1.69000 89426.35 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 104.000 EACH| 15.92000 1655.68| 15.46000 1607.84| 17.16000 1784.64 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 215.300 m3 | 475.00000 102267.50| 506.18000 108980.55| 673.79000 145066.99 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1221.93000 4887.72| 1500.00000 6000.00| 1480.14000 5920.56 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 62.200 m | 133.39000 8296.86| 108.09000 6723.20| 161.58000 10050.28 CONCRETE, C, RAILING | | | 0068 708-51813 25.000 m2 | 621.15000 15528.75| 708.00000 17700.00| 610.00000 15250.00 PNEUMATICALLY PLACED MORTAR | | | 0069 709-51821 LUMP| 1466.32000 1466.32| 1840.00000 1840.00| 1440.00000 1440.00 SURFACE SEAL | | | 0070 715-05149 91.600 m | 110.95000 10163.02| 128.65000 11784.34| 82.95000 7598.22 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 3.000 m | 485.79000 1457.37| 153.76000 461.28| 116.99000 350.97 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05171 13.100 m | 142.63000 1868.45| 112.03000 1467.59| 79.79000 1045.25 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05173 54.300 m | 112.18000 6091.37| 128.46000 6975.38| 137.88000 7486.88 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-05175 26.300 m | 145.23000 3819.55| 154.09000 4052.57| 142.09000 3736.97 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0075 715-05177 18.500 m | 207.69000 3842.27| 200.75000 3713.88| 195.68000 3620.08 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0076 715-05247 5.000 m | 532.86000 2664.30| 825.65000 4128.25| 441.16000 2205.80 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0077 715-05407 52.000 m | 13.88000 721.76| 15.00000 780.00| 6.28000 326.56 PIPE, END BENT DRAIN, 150 mm | | | 0078 715-05411 65.800 m | 219.30000 14429.94| 209.24000 13767.99| 388.19000 25542.90 PIPE, SANITARY SEWER, 300 mm | | | 0079 715-06033 1.000 EACH| 469.69000 469.69| 2332.20000 2332.20| 1519.76000 1519.76 PIPE END SECTION, MIN. AREA 1.45 m2 | | | 0080 715-46000 21.000 EACH| 225.71000 4739.91| 212.13000 4454.73| 119.79000 2515.59 PIPE END SECTION, 300 mm | | | 0081 715-46010 2.000 EACH| 264.16000 528.32| 255.84000 511.68| 174.07000 348.14 PIPE END SECTION, 450 mm | | | 0082 715-46020 4.000 EACH| 309.07000 1236.28| 468.48000 1873.92| 309.74000 1238.96 PIPE END SECTION, 600 mm | | | 0083 715-46030 2.000 EACH| 406.32000 812.64| 684.99000 1369.98| 368.95000 737.90 PIPE END SECTION, 750 mm | | | 0084 715-46040 2.000 EACH| 536.50000 1073.00| 1280.52000 2561.04| 440.49000 880.98 PIPE END SECTION, 900 mm | | | 0085 720-44000 3.000 EACH| 613.51000 1840.53| 432.00000 1296.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0086 720-45010 1.000 EACH| 1138.69000 1138.69| 1094.88000 1094.88| 1190.69000 1190.69 INLET, A3 | | | 0087 720-45410 3.000 EACH| 2759.61000 8278.83| 3126.72000 9380.16| 2007.33000 6021.99 MANHOLE, C4 | | | 0088 720-45615 1.000 m | 2070.92000 2070.92| 686.52000 686.52| 1755.75000 1755.75 STRUCTURE, INLET, RECONSTRUCT | | | 0089 720-98174 22.000 EACH| 1771.48000 38972.56| 1824.39000 40136.58| 1535.15000 33773.30 INLET, B15 | | | 0090 722-51401 15.000 m2 | 453.79000 6806.85| 15.00000 225.00| 318.64000 4779.60 BRIDGE DECK PATCHING, FULL DEPTH | | | 0091 722-51842 598.000 m2 | 71.22000 42589.56| 49.95000 29870.10| 65.83000 39366.34 BRIDGE DECK OVERLAY | | | 0092 722-51846 3.100 m3 | 434.50000 1346.95| 434.50000 1346.95| 434.50000 1346.95 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0093 722-51852 30.000 m2 | 126.64000 3799.20| 129.12000 3873.60| 147.25000 4417.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 724-03276 9.000 m | 217.39000 1956.51| 329.00000 2961.00| 330.20000 2971.80 EXPANSION JOINT SEALING SYSTEM | | | 0095 801-06203 3293.000 m | 0.60000 1975.80| 0.64000 2107.52| 0.59000 1942.87 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 608.000 m | 2.98000 1811.84| 3.01000 1830.08| 2.92000 1775.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06216 10.000 m | 10.18000 101.80| 5.40000 54.00| 10.00000 100.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0098 801-06539 LUMP| 356.40000 356.40| 2268.00000 2268.00| 2100.00000 2100.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0099 801-06640 18.000 EACH| 77.90000 1402.20| 82.62000 1487.16| 133.00000 2394.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 2.000 EACH| 25.45000 50.90| 27.00000 54.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0101 801-06710 180.000 DAY | 12.22000 2199.60| 12.96000 2332.80| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 36248.75000 36248.75| 40525.23000 40525.23| 27326.46000 27326.46 MAINTAINING TRAFFIC | | | 0103 801-07118 48.000 m | 19.60000 940.80| 20.79000 997.92| 47.30000 2270.40 BARRICADE, III-A | | | 0104 802-05701 12.600 m | 25.46000 320.80| 27.00000 340.20| 32.00000 403.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 805-01842 1.000 EACH| 763.71000 763.71| 756.00000 756.00| 700.00000 700.00 HANDHOLE, SIGNAL | | | 0106 805-01844 57.200 m | 45.82000 2620.90| 35.64000 2038.61| 33.00000 1887.60 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0107 805-02503 634.000 m | 0.61000 386.74| 1.19000 754.46| 1.10000 697.40 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78230 2.000 EACH| 1120.11000 2240.22| 1047.60000 2095.20| 970.00000 1940.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0109 805-78490 97.000 m | 3.05000 295.85| 4.32000 419.04| 4.00000 388.00 SIGNAL CABLE, 7C 14GA. | | | 0110 805-78510 135.600 m | 2.04000 276.62| 3.24000 439.34| 3.00000 406.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0111 805-78785 2.000 EACH| 763.71000 1527.42| 810.00000 1620.00| 750.00000 1500.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-78795 199.900 m | 15.27000 3052.47| 25.92000 5181.41| 24.00000 4797.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0113 808-06701 695.000 m | 0.99000 688.05| 1.05000 729.75| 0.97000 674.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-06703 526.000 m | 0.96000 504.96| 1.02000 536.52| 0.94000 494.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0115 808-06711 104.000 m | 2.04000 212.16| 1.08000 112.32| 2.00000 208.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0116 808-06713 156.000 m | 2.04000 318.24| 1.08000 168.48| 2.00000 312.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0117 808-06714 173.000 m | 2.04000 352.92| 1.08000 186.84| 2.00000 346.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0118 808-06716 1068.000 m | 2.04000 2178.72| 1.24000 1324.32| 1.31000 1399.08 LINE, REMOVE | | | 0119 808-06723 1.000 EACH| 42.77000 42.77| 43.20000 43.20| 42.00000 42.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0120 808-75240 95.000 m | 2.04000 193.80| 1.02000 96.90| 2.00000 190.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0121 808-75245 2005.000 m | 0.86000 1724.30| 0.92000 1844.60| 0.85000 1704.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75278 45.000 m | 5.43000 244.35| 5.76000 259.20| 5.33000 239.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0123 808-75297 39.000 m | 10.85000 423.15| 11.51000 448.89| 10.66000 415.74 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0124 808-75320 12.000 EACH| 44.80000 537.60| 45.36000 544.32| 44.00000 528.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0125 808-75325 9.000 EACH| 57.02000 513.18| 58.32000 524.88| 56.00000 504.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,451,145.95| $ 1,539,694.32| $ 1,574,376.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,451,145.95| $ 1,539,694.32| $ 1,574,376.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK REHABILITATION | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 32197.18000 32197.18| CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2500.00000 37500.00| 1229.99000 18449.85| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 80003.86000 80003.86| 85000.00000 85000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 200.000 m2 | 24.00000 4800.00| 27.10000 5420.00| PAVEMENT REMOVAL | | | 0006 202-02241 381.000 m | 7.20000 2743.20| 9.38000 3573.78| GUARDRAIL, REMOVE | | | 0007 202-02273 75.200 m2 | 25.00000 1880.00| 24.00000 1804.80| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02278 93.000 m | 35.00000 3255.00| 21.00000 1953.00| CURB, CONCRETE, REMOVE | | | 0009 202-02279 24.000 m | 35.00000 840.00| 40.00000 960.00| CURB AND GUTTER, REMOVE | | | 0010 202-04089 4.000 EACH| 26.00000 104.00| 27.10000 108.40| SIGN, SHEET, REMOVE | | | 0011 202-51328 LUMP| 57000.00000 57000.00| 46615.45000 46615.45| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-51822 376.000 m2 | 12.25000 4606.00| 13.55000 5094.80| BRIDGE DECK OVERLAY, REMOVE | | | 0013 202-93898 1.000 EACH| 1800.00000 1800.00| 1951.34000 1951.34| TREE, 300 mm, REMOVE | | | 0014 203-02000 1661.000 m3 | 46.00000 76406.00| 65.00000 107965.00| EXCAVATION, COMMON | | | 0015 203-02070 969.000 m3 | 25.00000 24225.00| 20.00000 19380.00| BORROW | | | 0016 205-06932 420.000 m | 11.00000 4620.00| 11.33000 4758.60| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 206-51230 170.000 m3 | 136.00000 23120.00| 48.78000 8292.60| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-07503 1353.000 m2 | 7.00000 9471.00| 2.15000 2908.95| SUBGRADE TREATMENT, TYPE E | | | 0019 211-07454 115.100 m3 | 25.00000 2877.50| 32.62000 3754.56| STRUCTURE BACKFILL | | | 0020 303-01180 179.000 Mg | 28.00000 5012.00| 20.60000 3687.40| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-52308 561.400 Mg | 28.00000 15719.20| 25.64000 14394.30| COMPACTED AGGREGATE, O, 53 | | | 0022 304-07490 51.900 Mg | 125.00000 6487.50| 135.51000 7032.97| HMA PATCHING, TYPE B | | | 0023 306-08033 100.000 m2 | 14.00000 1400.00| 15.18000 1518.00| MILLING, ASPHALT, 25 mm | | | 0024 306-08037 19940.000 m2 | 1.00000 19940.00| 1.08000 21535.20| MILLING, ASPHALT, 75 mm | | | 0025 401-06264 LUMP| 3000.00000 3000.00| 3252.24000 3252.24| PROFILOGRAPH, HMA | | | 0026 401-07334 1877.500 Mg | 59.00000 110772.50| 63.96000 120084.90| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0027 401-07403 1938.100 Mg | 45.00000 87214.50| 48.78000 94540.52| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07418 727.300 Mg | 55.00000 40001.50| 59.62000 43361.63| QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0029 405-05517 1.000 Mg | 500.00000 500.00| 542.04000 542.04| ASPHALT FOR PRIME COAT | | | 0030 406-05520 16.200 Mg | 200.00000 3240.00| 216.82000 3512.48| ASPHALT FOR TACK COAT | | | 0031 601-01522 2.000 EACH| 1150.00000 2300.00| 1544.81000 3089.62| GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-02369 61.400 m | 190.00000 11666.00| 178.33000 10949.46| HANDRAIL, STEEL, GALVANIZED, 50 mm | | | 0033 601-04746 2.000 EACH| 5000.00000 10000.00| 6689.98000 13379.96| ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 2.000 EACH| 1950.00000 3900.00| 2195.26000 4390.52| GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 64.800 m | 39.00000 2527.20| 36.05000 2336.04| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-06639 68.000 m | 70.00000 4760.00| 96.34000 6551.12| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06729 16.000 EACH| 8.00000 128.00| 7.59000 121.44| BARRIER DELINEATOR | | | 0038 604-07902 182.100 m2 | 97.00000 17663.70| 124.83000 22731.54| CURB RAMP, CONCRETE, H | | | 0039 604-91531 1196.400 m2 | 40.00000 47856.00| 29.95000 35832.18| SIDEWALK, CONCRETE, 100 mm | | | 0040 605-06090 150.700 m | 68.00000 10247.60| 57.00000 8589.90| CURB, INTEGRAL, CONCRETE | | | 0041 605-06120 337.900 m | 58.00000 19598.20| 48.00000 16219.20| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 605-06140 1346.200 m | 56.00000 75387.20| 56.32000 75817.98| CURB AND GUTTER, CONCRETE | | | 0043 605-06215 92.000 m | 100.00000 9200.00| 113.79000 10468.68| CENTER CURB, D, CONCRETE | | | 0044 609-06257 500.600 m2 | 74.00000 37044.40| 70.47000 35277.28| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0045 611-05330 1337.300 m2 | 64.00000 85587.20| 46.52000 62211.20| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-94923 8.000 m2 | 64.00000 512.00| 86.17000 689.36| CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 0047 611-95023 6.000 EACH| 340.00000 2040.00| 108.41000 650.46| MAILBOX ASSEMBLY, RESET | | | 0048 615-06490 8.000 EACH| 123.00000 984.00| 117.08000 936.64| RIGHT OF WAY MARKER | | | 0049 615-06505 11.000 EACH| 540.00000 5940.00| 433.63000 4769.93| MONUMENT, B | | | 0050 616-02320 717.200 m2 | 2.80000 2008.16| 2.71000 1943.61| GEOTEXTILES | | | 0051 616-05689 580.000 Mg | 39.00000 22620.00| 31.44000 18235.20| RIPRAP, CLASS 2 | | | 0052 616-06405 32.200 Mg | 160.00000 5152.00| 118.78000 3824.72| RIPRAP, REVETMENT | | | 0053 621-01004 2.000 EACH| 680.00000 1360.00| 406.53000 813.06| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06560 312.000 m2 | 4.20000 1310.40| 0.98000 305.76| MULCHED SEEDING, U | | | 0055 621-06567 105.000 kL | 1.00000 105.00| 1.08000 113.40| WATER | | | 0056 621-06575 7523.200 m2 | 3.30000 24826.56| 4.07000 30619.42| SODDING, NURSERY | | | 0057 701-03808 72.000 m | 100.00000 7200.00| 189.71000 13659.12| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0058 702-51005 75.200 m3 | 560.00000 42112.00| 921.47000 69294.54| CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 18.800 m3 | 790.00000 14852.00| 867.26000 16304.49| CONCRETE, B, FOOTINGS | | | 0060 702-51863 168.000 EACH| 8.20000 1377.60| 11.92000 2002.56| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 702-93722 21.100 m3 | 450.00000 9495.00| 542.04000 11437.04| CONCRETE, C | | | 0062 703-51030 2454.000 kg | 1.30000 3190.20| 1.41000 3460.14| REINFORCING STEEL | | | 0063 703-51032 52915.000 kg | 1.40000 74081.00| 1.52000 80430.80| REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 104.000 EACH| 16.00000 1664.00| 16.26000 1691.04| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 215.300 m3 | 510.00000 109803.00| 758.86000 163382.56| CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1500.00000 6000.00| 1382.20000 5528.80| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 62.200 m | 110.00000 6842.00| 135.51000 8428.72| CONCRETE, C, RAILING | | | 0068 708-51813 25.000 m2 | 730.00000 18250.00| 661.29000 16532.25| PNEUMATICALLY PLACED MORTAR | | | 0069 709-51821 LUMP| 1900.00000 1900.00| 2384.98000 2384.98| SURFACE SEAL | | | 0070 715-05149 91.600 m | 140.00000 12824.00| 106.35000 9741.66| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 3.000 m | 160.00000 480.00| 146.68000 440.04| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05171 13.100 m | 120.00000 1572.00| 143.24000 1876.44| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05173 54.300 m | 130.00000 7059.00| 183.54000 9966.22| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0074 715-05175 26.300 m | 140.00000 3682.00| 205.97000 5417.01| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0075 715-05177 18.500 m | 160.00000 2960.00| 226.39000 4188.22| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0076 715-05247 5.000 m | 540.00000 2700.00| 420.12000 2100.60| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0077 715-05407 52.000 m | 15.00000 780.00| 37.94000 1972.88| PIPE, END BENT DRAIN, 150 mm | | | 0078 715-05411 65.800 m | 250.00000 16450.00| 219.20000 14423.36| PIPE, SANITARY SEWER, 300 mm | | | 0079 715-06033 1.000 EACH| 1800.00000 1800.00| 1355.10000 1355.10| PIPE END SECTION, MIN. AREA 1.45 m2 | | | 0080 715-46000 21.000 EACH| 260.00000 5460.00| 113.83000 2390.43| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-46010 2.000 EACH| 275.00000 550.00| 130.09000 260.18| PIPE END SECTION, 450 mm | | | 0082 715-46020 4.000 EACH| 320.00000 1280.00| 172.37000 689.48| PIPE END SECTION, 600 mm | | | 0083 715-46030 2.000 EACH| 440.00000 880.00| 291.62000 583.24| PIPE END SECTION, 750 mm | | | 0084 715-46040 2.000 EACH| 490.00000 980.00| 343.65000 687.30| PIPE END SECTION, 900 mm | | | 0085 720-44000 3.000 EACH| 440.00000 1320.00| 429.41000 1288.23| CASTING, ADJUST TO GRADE | | | 0086 720-45010 1.000 EACH| 1300.00000 1300.00| 945.74000 945.74| INLET, A3 | | | 0087 720-45410 3.000 EACH| 2800.00000 8400.00| 3454.66000 10363.98| MANHOLE, C4 | | | 0088 720-45615 1.000 m | 870.00000 870.00| 431.73000 431.73| STRUCTURE, INLET, RECONSTRUCT | | | 0089 720-98174 22.000 EACH| 1800.00000 39600.00| 1118.11000 24598.42| INLET, B15 | | | 0090 722-51401 15.000 m2 | 220.00000 3300.00| 569.14000 8537.10| BRIDGE DECK PATCHING, FULL DEPTH | | | 0091 722-51842 598.000 m2 | 51.00000 30498.00| 81.31000 48623.38| BRIDGE DECK OVERLAY | | | 0092 722-51846 3.100 m3 | 434.50000 1346.95| 434.50000 1346.95| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0093 722-51852 30.000 m2 | 130.00000 3900.00| 113.83000 3414.90| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0094 724-03276 9.000 m | 340.00000 3060.00| 325.22000 2926.98| EXPANSION JOINT SEALING SYSTEM | | | 0095 801-06203 3293.000 m | 0.26000 856.18| 0.27000 889.11| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 608.000 m | 3.00000 1824.00| 3.20000 1945.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06216 10.000 m | 10.00000 100.00| 10.83000 108.30| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0098 801-06539 LUMP| 360.00000 360.00| 2276.57000 2276.57| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0099 801-06640 18.000 EACH| 130.00000 2340.00| 140.93000 2536.74| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-06645 2.000 EACH| 52.00000 104.00| 65.04000 130.08| CONSTRUCTION SIGN, B | | | 0101 801-06710 180.000 DAY | 13.00000 2340.00| 14.31000 2575.80| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 38000.00000 38000.00| 65000.00000 65000.00| MAINTAINING TRAFFIC | | | 0103 801-07118 48.000 m | 20.50000 984.00| 27.10000 1300.80| BARRICADE, III-A | | | 0104 802-05701 12.600 m | 36.00000 453.60| 34.69000 437.09| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 805-01842 1.000 EACH| 760.00000 760.00| 758.86000 758.86| HANDHOLE, SIGNAL | | | 0106 805-01844 57.200 m | 46.00000 2631.20| 35.77000 2046.04| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0107 805-02503 634.000 m | 0.62000 393.08| 1.19000 754.46| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78230 2.000 EACH| 1120.00000 2240.00| 1051.56000 2103.12| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0109 805-78490 97.000 m | 3.10000 300.70| 4.34000 420.98| SIGNAL CABLE, 7C 14GA. | | | 0110 805-78510 135.600 m | 2.05000 277.98| 3.25000 440.70| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0111 805-78785 2.000 EACH| 770.00000 1540.00| 813.06000 1626.12| SIGNAL DETECTOR HOUSING | | | 0112 805-78795 199.900 m | 15.00000 2998.50| 26.02000 5201.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0113 808-06701 695.000 m | 1.20000 834.00| 1.25000 868.75| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-06703 526.000 m | 1.20000 631.20| 1.25000 657.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0115 808-06711 104.000 m | 1.20000 124.80| 1.25000 130.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0116 808-06713 156.000 m | 0.77000 120.12| 0.81000 126.36| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0117 808-06714 173.000 m | 0.77000 133.21| 0.81000 140.13| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0118 808-06716 1068.000 m | 2.60000 2776.80| 2.71000 2894.28| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 101 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,602,861.06 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26939-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 808-06723 1.000 EACH| 45.00000 45.00| 47.70000 47.70| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0120 808-75240 95.000 m | 1.30000 123.50| 1.36000 129.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0121 808-75245 2005.000 m | 1.20000 2406.00| 1.25000 2506.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75278 45.000 m | 5.20000 234.00| 5.42000 243.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0123 808-75297 39.000 m | 10.00000 390.00| 10.84000 422.76| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0124 808-75320 12.000 EACH| 62.00000 744.00| 65.04000 780.48| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0125 808-75325 9.000 EACH| 77.00000 693.00| 81.31000 731.79| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,589,840.00| $ 1,707,855.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,589,840.00| $ 1,707,855.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/17/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B029024 B029025 B029026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,043,754.67 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,297,219.51 105.0253% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 5,476,410.12 108.5780% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 5,681,863.81 112.6514% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 43060.88000 43060.88| 50000.00000 50000.00| 103490.09000 103490.09 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2469.03000 44442.54| 1600.00000 28800.00| 1141.76000 20551.68 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 210521.19000 210521.19| 260000.00000 260000.00| 273820.51000 273820.51 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36308.46000 36308.46| 60000.00000 60000.00| 119351.48000 119351.48 CLEARING RIGHT OF WAY | | | 0005 202-02240 3392.000 m2 | 5.45000 18486.40| 17.00000 57664.00| 9.19000 31172.48 PAVEMENT REMOVAL | | | 0006 202-02241 540.000 m | 6.84000 3693.60| 6.70000 3618.00| 6.70000 3618.00 GUARDRAIL, REMOVE | | | 0007 202-02272 91.000 m | 19.08000 1736.28| 32.00000 2912.00| 14.17000 1289.47 PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 58.000 m | 15.94000 924.52| 24.00000 1392.00| 14.30000 829.40 CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 110000.00000 110000.00| 195000.00000 195000.00| 409619.24000 409619.24 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 57522.68000 57522.68| 75000.00000 75000.00| 167844.85000 167844.85 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-60822 212.100 m2 | 15.24000 3232.40| 9.00000 1908.90| 6.26000 1327.75 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-78515 LUMP| 2795.90000 2795.90| 1650.00000 1650.00| 1030.00000 1030.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-90747 5.400 m3 | 621.29000 3354.97| 700.00000 3780.00| 952.91000 5145.71 RETAINING WALL, REMOVE PORTIONS | | | 0014 202-91385 3.000 EACH| 224.47000 673.41| 535.00000 1605.00| 210.89000 632.67 INLET, REMOVE | | | 0015 202-93047 2.000 EACH| 336.71000 673.42| 700.00000 1400.00| 210.89000 421.78 MANHOLE, REMOVE | | | 0016 202-94810 2.000 EACH| 115.57000 231.14| 350.00000 700.00| 210.89000 421.78 CURB TURNOUT, REMOVE | | | 0017 202-96133 338.000 m | 32.69000 11049.22| 62.00000 20956.00| 30.96000 10464.48 PIPE, REMOVE | | | 0018 203-02000 7511.000 m3 | 14.26000 107106.86| 19.40000 145713.40| 16.05000 120551.55 EXCAVATION, COMMON | | | 0019 203-02070 7695.000 m3 | 18.37000 141357.15| 13.25000 101958.75| 4.72000 36320.40 BORROW | | | 0021 205-06937 1370.000 m | 4.41000 6041.70| 4.90000 6713.00| 7.82000 10713.40 TEMPORARY SILT FENCE | | | 0022 206-51230 121.500 m3 | 36.01000 4375.22| 35.00000 4252.50| 32.50000 3948.75 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-07498 10215.000 m2 | 5.45000 55671.75| 5.35000 54650.25| 6.01000 61392.15 SUBGRADE TREATMENT, TYPE A | | | 0024 211-06467 143.900 m3 | 92.29000 13280.53| 80.00000 11512.00| 60.64000 8726.10 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 800.000 m3 | 16.00000 12800.00| 26.00000 20800.00| 34.20000 27360.00 STRUCTURE BACKFILL | | | 0026 303-01180 417.300 Mg | 21.69000 9051.24| 17.00000 7094.10| 21.75000 9076.28 COMPACTED AGGREGATE, NO. 53 | | | 0029 401-06264 LUMP| 1750.00000 1750.00| 3200.00000 3200.00| 3200.00000 3200.00 PROFILOGRAPH, HMA | | | 0030 401-07327 115.000 Mg | 60.00000 6900.00| 50.00000 5750.00| 50.00000 5750.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0031 401-07328 1335.000 Mg | 56.00000 74760.00| 50.00000 66750.00| 50.00000 66750.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0032 401-07397 192.000 Mg | 48.00000 9216.00| 42.00000 8064.00| 42.00000 8064.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07398 2226.000 Mg | 39.00000 86814.00| 42.00000 93492.00| 42.00000 93492.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 628.000 Mg | 38.50000 24178.00| 35.00000 21980.00| 35.00000 21980.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 401-07408 6654.000 Mg | 37.00000 246198.00| 35.00000 232890.00| 35.00000 232890.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 402-07451 181.000 Mg | 50.00000 9050.00| 50.00000 9050.00| 50.00000 9050.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0037 402-07453 104.500 Mg | 100.00000 10450.00| 60.00000 6270.00| 134.39000 14043.76 HMA FOR TEMPORARY PAVEMENT | | | 0038 406-05520 18.600 Mg | 200.00000 3720.00| 250.00000 4650.00| 250.00000 4650.00 ASPHALT FOR TACK COAT | | | 0039 503-05310 18.700 m | 412.55000 7714.69| 450.00000 8415.00| 428.03000 8004.16 TERMINAL JOINT | | | 0040 506-06333 72.000 m2 | 176.81000 12730.32| 200.00000 14400.00| 127.01000 9144.72 PCCP PATCHING, FULL DEPTH | | | 0041 601-01522 4.000 EACH| 1326.52000 5306.08| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-94689 4.000 EACH| 1887.74000 7550.96| 1850.00000 7400.00| 1850.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 38.100 m | 32.75000 1247.78| 32.10000 1223.01| 32.10000 1223.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 602-06639 297.000 m | 72.22000 21449.34| 95.00000 28215.00| 81.99000 24351.03 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 604-06069 39.000 m2 | 82.23000 3206.97| 50.00000 1950.00| 73.97000 2884.83 CURB RAMP, CONCRETE | | | 0046 604-06070 77.900 m2 | 33.18000 2584.72| 35.00000 2726.50| 45.26000 3525.75 SIDEWALK, CONCRETE | | | 0047 604-91531 1498.000 m2 | 30.53000 45733.94| 24.00000 35952.00| 29.49000 44176.02 SIDEWALK, CONCRETE, 100 mm | | | 0048 605-06120 78.000 m | 58.87000 4591.86| 51.00000 3978.00| 36.26000 2828.28 CURB, CONCRETE | | | 0049 605-06140 1741.000 m | 50.01000 87067.41| 51.00000 88791.00| 34.50000 60064.50 CURB AND GUTTER, CONCRETE | | | 0050 610-06259 550.300 m2 | 93.93000 51689.68| 80.00000 44024.00| 59.90000 32962.97 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0051 610-07486 175.200 Mg | 100.00000 17520.00| 90.00000 15768.00| 121.41000 21271.03 HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 656.700 m2 | 100.41000 65939.25| 38.50000 25282.95| 50.03000 32854.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0053 615-06505 10.000 EACH| 408.16000 4081.60| 400.00000 4000.00| 282.06000 2820.60 MONUMENT, B | | | 0054 616-02320 1045.400 m2 | 1.90000 1986.26| 3.00000 3136.20| 1.79000 1871.27 GEOTEXTILES | | | 0056 616-06451 127.000 Mg | 35.76000 4541.52| 30.00000 3810.00| 24.89000 3161.03 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 616-06455 53.700 m2 | 129.09000 6932.13| 120.00000 6444.00| 230.45000 12375.17 SLOPEWALL MODIFIED | | | 0058 621-06567 227.000 kL | 1.02000 231.54| 0.55000 124.85| 1.00000 227.00 WATER | | | 0059 621-06575 12577.000 m2 | 3.01000 37856.77| 2.85000 35844.45| 2.95000 37102.15 SODDING, NURSERY | | | 0060 701-05561 36.000 m | 800.00000 28800.00| 1111.00000 39996.00| 417.00000 15012.00 DRILLED SHAFT EXPLORATION | | | 0061 701-05672 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZTION AND DEMOBILIZATION FOR | | | DRILLED SHAFT , STR. NO. 1 | | | 0062 701-05781 332.400 m3 | 760.00000 252624.00| 320.00000 106368.00| 320.00000 106368.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0063 701-05782 25.000 m3 | 900.00000 22500.00| 320.00000 8000.00| 480.00000 12000.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0064 701-05783 15.000 h | 750.00000 11250.00| 875.00000 13125.00| 875.00000 13125.00 OBSTRUCTIONS | | | 0065 701-05784 228.000 m | 350.00000 79800.00| 550.00000 125400.00| 550.00000 125400.00 TRIAL SHAFT HOLES | | | 0066 701-05787 LUMP| 500.00000 500.00| 5500.00000 5500.00| 29414.30000 29414.30 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0067 701-51195 434.700 m | 118.06000 51320.68| 125.00000 54337.50| 127.02000 55215.59 PILE, STEEL H, HP 310 X 79 | | | 0068 701-91792 42.000 EACH| 91.71000 3851.82| 125.00000 5250.00| 100.76000 4231.92 PILE TIP, STEEL H | | | 0069 702-04883 684.000 kg | 9.46000 6470.64| 7.00000 4788.00| 5.70000 3898.80 DRAIN PIPE, DUCTILE IRON, 150mm | | | 0070 702-51005 398.700 m3 | 802.48000 319948.78| 500.00000 199350.00| 608.19000 242485.35 CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51110 1044.000 kg | 6.55000 6838.20| 9.00000 9396.00| 4.12000 4301.28 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 2291.000 EACH| 5.01000 11477.91| 9.00000 20619.00| 3.97000 9095.27 FIELD DRILLED HOLE IN CONCRETE | | | 0073 702-94656 355.900 m3 | 320.00000 113888.00| 390.00000 138801.00| 461.53000 164258.53 CONCRETE, B DRILLED SHAFT | | | 0074 703-01540 1002.000 EACH| 8.36000 8376.72| 9.00000 9018.00| 24.49000 24538.98 THREADED TIE BAR ASSEMBLY | | | 0075 703-51030 35767.000 kg | 1.10000 39343.70| 1.25000 44708.75| 1.35000 48285.45 REINFORCING STEEL | | | 0076 703-51032 123905.000 kg | 1.26000 156120.30| 1.40000 173467.00| 1.65000 204443.25 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 703-97936 232.000 EACH| 10.93000 2535.76| 12.00000 2784.00| 14.98000 3475.36 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0078 704-51002 1024.600 m3 | 587.67000 602126.68| 600.00000 614760.00| 582.49000 596819.25 CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-06349 376.100 m | 275.00000 103427.50| 244.00000 91768.40| 278.00000 104555.80 RAILING, TX | | | 0080 706-06372 4.000 EACH| 2201.83000 8807.32| 1700.00000 6800.00| 5760.85000 23043.40 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0081 706-51020 54.200 m3 | 250.00000 13550.00| 320.00000 17344.00| 350.00000 18970.00 CONCRETE, C, RAILING | | | 0082 707-05984 69.500 m | 408.47000 28388.67| 675.00000 46912.50| 302.75000 21041.13 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0083 707-05996 960.000 m | 755.25000 725040.00| 940.00000 902400.00| 810.16000 777753.60 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0084 709-51821 LUMP| 16142.73000 16142.73| 18500.00000 18500.00| 15820.00000 15820.00 SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP| 2520.39000 2520.39| 3100.00000 3100.00| 2470.00000 2470.00 SURFACE SEAL , STR. NO. 2 | | | 0086 711-51114 20.000 EACH| 23.51000 470.20| 55.00000 1100.00| 24.82000 496.40 ANCHOR BOLT, AR22 | | | 0087 715-05048 1799.000 m | 10.20000 18349.80| 15.00000 26985.00| 14.28000 25689.72 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0088 715-05149 143.000 m | 100.29000 14341.47| 115.00000 16445.00| 114.59000 16386.37 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0089 715-05151 105.000 m | 62.00000 6510.00| 125.00000 13125.00| 120.88000 12692.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 264.000 m | 38.15000 10071.60| 145.00000 38280.00| 117.45000 31006.80 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05154 98.000 m | 91.13000 8930.74| 165.00000 16170.00| 147.94000 14498.12 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0092 715-05407 50.000 m | 26.35000 1317.50| 35.00000 1750.00| 6.65000 332.50 PIPE, END BENT DRAIN, 150 mm | | | 0093 715-46000 2.000 EACH| 284.05000 568.10| 515.00000 1030.00| 207.09000 414.18 PIPE END SECTION, 300 mm | | | 0094 718-52610 378.000 m3 | 38.62000 14598.36| 39.00000 14742.00| 30.51000 11532.78 AGGREGATE FOR UNDERDRAINS | | | 0095 720-01894 2.000 EACH| 685.16000 1370.32| 1050.00000 2100.00| 476.90000 953.80 CASTING, FURNISH AND ADJUST TO GRADE | | | 0096 720-44000 1.000 EACH| 303.77000 303.77| 690.00000 690.00| 290.87000 290.87 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45410 8.000 EACH| 1279.45000 10235.60| 1750.00000 14000.00| 3253.92000 26031.36 MANHOLE, C4 | | | 0098 720-45605 1.000 m | 1240.45000 1240.45| 1385.00000 1385.00| 2165.15000 2165.15 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0099 720-98174 27.000 EACH| 1247.98000 33695.46| 1775.00000 47925.00| 1588.03000 42876.81 INLET, B15 | | | 0100 722-51401 10.600 m2 | 822.23000 8715.64| 550.00000 5830.00| 343.15000 3637.39 BRIDGE DECK PATCHING, FULL DEPTH | | | 0101 722-51842 212.100 m2 | 127.14000 26966.39| 95.00000 20149.50| 95.60000 20276.76 BRIDGE DECK OVERLAY | | | 0102 722-51846 3.300 m3 | 434.50000 1433.85| 434.50000 1433.85| 434.50000 1433.85 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0103 722-51852 31.800 m2 | 77.26000 2456.87| 125.00000 3975.00| 165.08000 5249.54 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0104 724-02221 37.400 m | 300.00000 11220.00| 500.00000 18700.00| 342.03000 12791.92 EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0105 724-51925 37.400 m | 352.35000 13177.89| 375.00000 14025.00| 347.36000 12991.26 STRUCTURAL EXPANSION JOINT, SS | | | 0106 728-98377 LUMP| 8428.50000 8428.50| 8100.00000 8100.00| 8260.00000 8260.00 MASONRY COATING , STR. NO. 1 | | | 0107 728-98377 LUMP| 2499.98000 2499.98| 2200.00000 2200.00| 2450.00000 2450.00 MASONRY COATING , STR. NO. 2 | | | 0108 731-06223 510.400 m2 | 461.11000 235350.54| 475.00000 242440.00| 260.36000 132887.74 SOIL NAILED WALL | | | 0109 801-01504 14.000 EACH| 51.02000 714.28| 40.00000 560.00| 50.00000 700.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0110 801-04308 3.000 EACH| 122.45000 367.35| 295.00000 885.00| 120.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06203 3165.000 m | 1.77000 5602.05| 0.50000 1582.50| 1.73000 5475.45 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0112 801-06207 10280.000 m | 1.77000 18195.60| 2.30000 23644.00| 1.73000 17784.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0113 801-06577 23.000 m | 20.41000 469.43| 12.50000 287.50| 20.00000 460.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0114 801-06625 20.000 EACH| 71.43000 1428.60| 65.00000 1300.00| 70.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 13.000 EACH| 71.43000 928.59| 75.00000 975.00| 140.00000 1820.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 801-06645 2.000 EACH| 35.72000 71.44| 35.00000 70.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0117 801-06710 270.000 DAY | 13.27000 3582.90| 11.00000 2970.00| 13.00000 3510.00 FLASHING ARROW SIGN | | | 0118 801-06775 LUMP| 33763.86000 33763.86| 20000.00000 20000.00| 65271.76000 65271.76 MAINTAINING TRAFFIC | | | 0119 801-07119 25.200 m | 69.39000 1748.63| 24.00000 604.80| 68.00000 1713.60 BARRICADE, III-B | | | 0120 802-05701 5.800 m | 35.71000 207.12| 33.00000 191.40| 61.00000 353.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0121 802-07059 3.000 EACH| 38.78000 116.34| 25.00000 75.00| 51.00000 153.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0122 802-76025 0.540 m2 | 293.87000 158.69| 200.00000 108.00| 388.00000 209.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 805-01652 185.000 m | 9.18000 1698.30| 3.00000 555.00| 5.50000 1017.50 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0124 805-01815 4.000 EACH| 1520.40000 6081.60| 2200.00000 8800.00| 1750.00000 7000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0125 805-01842 16.000 EACH| 612.24000 9795.84| 710.00000 11360.00| 760.00000 12160.00 HANDHOLE, SIGNAL | | | 0126 805-01844 24.000 m | 36.84000 884.16| 30.00000 720.00| 31.00000 744.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0127 805-01879 1.000 EACH| 438.77000 438.77| 520.00000 520.00| 336.00000 336.00 SIGNAL SERVICE, INSTALL | | | 0128 805-02087 LUMP| 306.12000 306.12| 250.00000 250.00| 325.00000 325.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0129 805-02503 553.000 m | 1.33000 735.49| 1.00000 553.00| 0.30000 165.90 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0130 805-06592 1396.000 m | 26.78000 37384.88| 27.00000 37692.00| 31.00000 43276.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0131 805-78100 1.000 EACH| 10591.75000 10591.75| 10350.00000 10350.00| 10000.00000 10000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0132 805-78205 4.000 EACH| 588.77000 2355.08| 675.00000 2700.00| 630.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-78230 2.000 EACH| 983.67000 1967.34| 1085.00000 2170.00| 1030.00000 2060.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0134 805-78415 4.000 EACH| 1273.46000 5093.84| 1100.00000 4400.00| 970.00000 3880.00 SPAN, CATENARY, AND TETHER | | | 0135 805-78420 3.000 EACH| 198.98000 596.94| 185.00000 555.00| 243.00000 729.00 DISCONNECT HANGER | | | 0136 805-78465 20.000 m | 4.43000 88.60| 4.00000 80.00| 7.00000 140.00 SIGNAL CABLE, 2C 8GA. | | | 0137 805-78485 25.000 m | 3.06000 76.50| 3.20000 80.00| 5.60000 140.00 SIGNAL CABLE, 5C 14GA. | | | 0138 805-78490 46.000 m | 3.37000 155.02| 3.40000 156.40| 5.90000 271.40 SIGNAL CABLE, 7C 14GA. | | | 0139 805-78500 126.000 m | 4.06000 511.56| 4.00000 504.00| 7.40000 932.40 SIGNAL CABLE, 11C 14GA. | | | 0140 805-78510 496.000 m | 1.69000 838.24| 2.20000 1091.20| 3.81000 1889.76 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0141 805-78785 6.000 EACH| 455.10000 2730.60| 700.00000 4200.00| 700.00000 4200.00 SIGNAL DETECTOR HOUSING | | | 0142 805-78795 202.000 m | 16.73000 3379.46| 30.00000 6060.00| 23.00000 4646.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0143 805-78925 1.000 EACH| 693.87000 693.87| 930.00000 930.00| 1040.00000 1040.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0144 805-81032 4.000 EACH| 2411.21000 9644.84| 2380.00000 9520.00| 2130.00000 8520.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0145 805-86920 20.000 EACH| 8.16000 163.20| 11.00000 220.00| 14.10000 282.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0146 805-86930 16.000 EACH| 8.16000 130.56| 6.00000 96.00| 12.60000 201.60 INSULATING LINK, NOT WATERPROOFED | | | 0147 805-92504 4.000 EACH| 277.55000 1110.20| 250.00000 1000.00| 250.00000 1000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0148 805-94971 1363.000 m | 9.95000 13561.85| 8.70000 11858.10| 10.60000 14447.80 FIBER OPTICS CABLE | | | 0150 805-98335 24.000 m | 14.29000 342.96| 20.00000 480.00| 41.00000 984.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0151 805-98336 28.000 m | 14.29000 400.12| 20.00000 560.00| 33.00000 924.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0152 807-02191 1.000 EACH| 469.38000 469.38| 710.00000 710.00| 710.00000 710.00 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 807-02193 2.000 EACH| 714.28000 1428.56| 1220.00000 2440.00| 830.00000 1660.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0154 807-02603 7.000 EACH| 346.94000 2428.58| 466.00000 3262.00| 314.00000 2198.00 LIGHT STANDARD, RELOCATE | | | 0156 807-86910 7.000 EACH| 28.57000 199.99| 30.00000 210.00| 30.00000 210.00 CONNECTOR KIT, UNFUSED | | | 0157 807-86915 7.000 EACH| 28.57000 199.99| 30.00000 210.00| 31.00000 217.00 CONNECTOR KIT, FUSED | | | 0158 808-03002 110.000 m | 2.04000 224.40| 1.50000 165.00| 2.00000 220.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0159 808-03631 439.000 m | 2.04000 895.56| 1.50000 658.50| 2.00000 878.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0160 808-03632 439.000 m | 2.04000 895.56| 1.50000 658.50| 2.00000 878.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0161 808-06701 390.000 m | 1.02000 397.80| 0.95000 370.50| 1.00000 390.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 622.000 m | 1.02000 634.44| 0.95000 590.90| 1.00000 622.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06716 951.000 m | 0.84000 798.84| 0.90000 855.90| 0.82000 779.82 LINE, REMOVE | | | 0164 808-75245 1866.000 m | 1.02000 1903.32| 0.95000 1772.70| 1.00000 1866.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0165 808-75297 48.000 m | 10.20000 489.60| 10.75000 516.00| 10.00000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0166 808-75320 9.000 EACH| 51.02000 459.18| 62.75000 564.75| 50.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0167 808-75325 9.000 EACH| 61.22000 550.98| 90.00000 810.00| 60.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0168 808-75998 230.000 EACH| 27.40000 6302.00| 18.30000 4209.00| 26.85000 6175.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0169 808-92027 226.000 m | 3.06000 691.56| 3.65000 824.90| 3.00000 678.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0170 808-96016 45.000 m | 5.10000 229.50| 5.48000 246.60| 5.00000 225.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 05-0558668 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 306-08038 1000.000 m2 | 6.75000 6750.00| 5.00000 5000.00| 3.92000 3920.00 MILLING, ASPHALT, 100 mm | | | 0172 616-06405 453.000 Mg | 20.75000 9399.75| 32.00000 14496.00| 25.15000 11392.95 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 5,043,754.67| $ 5,297,219.51| $ 5,476,410.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,043,754.67| $ 5,297,219.51| $ 5,476,410.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 45000.00000 45000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 280000.00000 280000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 3392.000 m2 | 9.50000 32224.00| | PAVEMENT REMOVAL | | | 0006 202-02241 540.000 m | 6.70000 3618.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 91.000 m | 17.50000 1592.50| | PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 58.000 m | 14.25000 826.50| | CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 381022.00000 381022.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 72500.00000 72500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-60822 212.100 m2 | 8.00000 1696.80| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-78515 LUMP| 3000.00000 3000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-90747 5.400 m3 | 300.00000 1620.00| | RETAINING WALL, REMOVE PORTIONS | | | 0014 202-91385 3.000 EACH| 550.00000 1650.00| | INLET, REMOVE | | | 0015 202-93047 2.000 EACH| 1050.00000 2100.00| | MANHOLE, REMOVE | | | 0016 202-94810 2.000 EACH| 230.00000 460.00| | CURB TURNOUT, REMOVE | | | 0017 202-96133 338.000 m | 37.00000 12506.00| | PIPE, REMOVE | | | 0018 203-02000 7511.000 m3 | 19.00000 142709.00| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02070 7695.000 m3 | 14.00000 107730.00| | BORROW | | | 0021 205-06937 1370.000 m | 4.75000 6507.50| | TEMPORARY SILT FENCE | | | 0022 206-51230 121.500 m3 | 46.50000 5649.75| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-07498 10215.000 m2 | 3.65000 37284.75| | SUBGRADE TREATMENT, TYPE A | | | 0024 211-06467 143.900 m3 | 78.00000 11224.20| | AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 800.000 m3 | 26.00000 20800.00| | STRUCTURE BACKFILL | | | 0026 303-01180 417.300 Mg | 31.00000 12936.30| | COMPACTED AGGREGATE, NO. 53 | | | 0029 401-06264 LUMP| 1100.00000 1100.00| | PROFILOGRAPH, HMA | | | 0030 401-07327 115.000 Mg | 52.00000 5980.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0031 401-07328 1335.000 Mg | 56.00000 74760.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0032 401-07397 192.000 Mg | 48.00000 9216.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07398 2226.000 Mg | 42.00000 93492.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 628.000 Mg | 42.00000 26376.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 401-07408 6654.000 Mg | 38.00000 252852.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 402-07451 181.000 Mg | 48.00000 8688.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0037 402-07453 104.500 Mg | 80.00000 8360.00| | HMA FOR TEMPORARY PAVEMENT | | | 0038 406-05520 18.600 Mg | 215.00000 3999.00| | ASPHALT FOR TACK COAT | | | 0039 503-05310 18.700 m | 525.00000 9817.50| | TERMINAL JOINT | | | 0040 506-06333 72.000 m2 | 150.00000 10800.00| | PCCP PATCHING, FULL DEPTH | | | 0041 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-94689 4.000 EACH| 1850.00000 7400.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 601-99105 38.100 m | 32.10000 1223.01| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 602-06639 297.000 m | 98.50000 29254.50| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 604-06069 39.000 m2 | 75.00000 2925.00| | CURB RAMP, CONCRETE | | | 0046 604-06070 77.900 m2 | 110.00000 8569.00| | SIDEWALK, CONCRETE | | | 0047 604-91531 1498.000 m2 | 34.00000 50932.00| | SIDEWALK, CONCRETE, 100 mm | | | 0048 605-06120 78.000 m | 75.00000 5850.00| | CURB, CONCRETE | | | 0049 605-06140 1741.000 m | 47.50000 82697.50| | CURB AND GUTTER, CONCRETE | | | 0050 610-06259 550.300 m2 | 81.00000 44574.30| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0051 610-07486 175.200 Mg | 65.00000 11388.00| | HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 656.700 m2 | 52.00000 34148.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0053 615-06505 10.000 EACH| 400.00000 4000.00| | MONUMENT, B | | | 0054 616-02320 1045.400 m2 | 2.25000 2352.15| | GEOTEXTILES | | | 0056 616-06451 127.000 Mg | 28.00000 3556.00| | RIPRAP, UNIFORM | | | 0057 616-06455 53.700 m2 | 110.00000 5907.00| | SLOPEWALL MODIFIED | | | 0058 621-06567 227.000 kL | 1.15000 261.05| | WATER | | | 0059 621-06575 12577.000 m2 | 4.25000 53452.25| | SODDING, NURSERY | | | 0060 701-05561 36.000 m | 100.00000 3600.00| | DRILLED SHAFT EXPLORATION | | | 0061 701-05672 LUMP| 45000.00000 45000.00| | MOBILIZTION AND DEMOBILIZATION FOR | | | DRILLED SHAFT , STR. NO. 1 | | | 0062 701-05781 332.400 m3 | 1850.00000 614940.00| | UNCLASSIFIED SHAFT EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 701-05782 25.000 m3 | 2000.00000 50000.00| | UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0064 701-05783 15.000 h | 750.00000 11250.00| | OBSTRUCTIONS | | | 0065 701-05784 228.000 m | 62.50000 14250.00| | TRIAL SHAFT HOLES | | | 0066 701-05787 LUMP| 45000.00000 45000.00| | INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0067 701-51195 434.700 m | 125.00000 54337.50| | PILE, STEEL H, HP 310 X 79 | | | 0068 701-91792 42.000 EACH| 65.00000 2730.00| | PILE TIP, STEEL H | | | 0069 702-04883 684.000 kg | 8.25000 5643.00| | DRAIN PIPE, DUCTILE IRON, 150mm | | | 0070 702-51005 398.700 m3 | 650.00000 259155.00| | CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51110 1044.000 kg | 5.00000 5220.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 2291.000 EACH| 8.75000 20046.25| | FIELD DRILLED HOLE IN CONCRETE | | | 0073 702-94656 355.900 m3 | 450.00000 160155.00| | CONCRETE, B DRILLED SHAFT | | | 0074 703-01540 1002.000 EACH| 9.25000 9268.50| | THREADED TIE BAR ASSEMBLY | | | 0075 703-51030 35767.000 kg | 1.20000 42920.40| | REINFORCING STEEL | | | 0076 703-51032 123905.000 kg | 1.35000 167271.75| | REINFORCING STEEL, EPOXY COATED | | | 0077 703-97936 232.000 EACH| 12.50000 2900.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0078 704-51002 1024.600 m3 | 520.00000 532792.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-06349 376.100 m | 235.00000 88383.50| | RAILING, TX | | | 0080 706-06372 4.000 EACH| 2400.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0081 706-51020 54.200 m3 | 520.00000 28184.00| | CONCRETE, C, RAILING | | | 0082 707-05984 69.500 m | 450.00000 31275.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 707-05996 960.000 m | 600.00000 576000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0084 709-51821 LUMP| 20000.00000 20000.00| | SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP| 3200.00000 3200.00| | SURFACE SEAL , STR. NO. 2 | | | 0086 711-51114 20.000 EACH| 35.00000 700.00| | ANCHOR BOLT, AR22 | | | 0087 715-05048 1799.000 m | 13.25000 23836.75| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0088 715-05149 143.000 m | 83.00000 11869.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0089 715-05151 105.000 m | 95.00000 9975.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 264.000 m | 75.00000 19800.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05154 98.000 m | 115.00000 11270.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0092 715-05407 50.000 m | 18.50000 925.00| | PIPE, END BENT DRAIN, 150 mm | | | 0093 715-46000 2.000 EACH| 450.00000 900.00| | PIPE END SECTION, 300 mm | | | 0094 718-52610 378.000 m3 | 42.50000 16065.00| | AGGREGATE FOR UNDERDRAINS | | | 0095 720-01894 2.000 EACH| 500.00000 1000.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0096 720-44000 1.000 EACH| 350.00000 350.00| | CASTING, ADJUST TO GRADE | | | 0097 720-45410 8.000 EACH| 2250.00000 18000.00| | MANHOLE, C4 | | | 0098 720-45605 1.000 m | 1175.00000 1175.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0099 720-98174 27.000 EACH| 2050.00000 55350.00| | INLET, B15 | | | 0100 722-51401 10.600 m2 | 265.00000 2809.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0101 722-51842 212.100 m2 | 78.00000 16543.80| | BRIDGE DECK OVERLAY | | | 0102 722-51846 3.300 m3 | 434.50000 1433.85| | BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 722-51852 31.800 m2 | 86.00000 2734.80| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0104 724-02221 37.400 m | 525.00000 19635.00| | EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0105 724-51925 37.400 m | 550.00000 20570.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0106 728-98377 LUMP| 9000.00000 9000.00| | MASONRY COATING , STR. NO. 1 | | | 0107 728-98377 LUMP| 2650.00000 2650.00| | MASONRY COATING , STR. NO. 2 | | | 0108 731-06223 510.400 m2 | 560.00000 285824.00| | SOIL NAILED WALL | | | 0109 801-01504 14.000 EACH| 45.00000 630.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0110 801-04308 3.000 EACH| 325.00000 975.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06203 3165.000 m | 0.55000 1740.75| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0112 801-06207 10280.000 m | 2.50000 25700.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0113 801-06577 23.000 m | 13.50000 310.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0114 801-06625 20.000 EACH| 75.00000 1500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 13.000 EACH| 85.00000 1105.00| | CONSTRUCTION SIGN, A | | | 0116 801-06645 2.000 EACH| 40.00000 80.00| | CONSTRUCTION SIGN, B | | | 0117 801-06710 270.000 DAY | 20.00000 5400.00| | FLASHING ARROW SIGN | | | 0118 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0119 801-07119 25.200 m | 24.50000 617.40| | BARRICADE, III-B | | | 0120 802-05701 5.800 m | 40.00000 232.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 802-07059 3.000 EACH| 42.00000 126.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0122 802-76025 0.540 m2 | 320.00000 172.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 805-01652 185.000 m | 10.00000 1850.00| | WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0124 805-01815 4.000 EACH| 1650.00000 6600.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0125 805-01842 16.000 EACH| 650.00000 10400.00| | HANDHOLE, SIGNAL | | | 0126 805-01844 24.000 m | 40.00000 960.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0127 805-01879 1.000 EACH| 475.00000 475.00| | SIGNAL SERVICE, INSTALL | | | 0128 805-02087 LUMP| 325.00000 325.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0129 805-02503 553.000 m | 1.45000 801.85| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0130 805-06592 1396.000 m | 29.00000 40484.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0131 805-78100 1.000 EACH| 11600.00000 11600.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0132 805-78205 4.000 EACH| 645.00000 2580.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0133 805-78230 2.000 EACH| 1075.00000 2150.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0134 805-78415 4.000 EACH| 1395.00000 5580.00| | SPAN, CATENARY, AND TETHER | | | 0135 805-78420 3.000 EACH| 220.00000 660.00| | DISCONNECT HANGER | | | 0136 805-78465 20.000 m | 4.75000 95.00| | SIGNAL CABLE, 2C 8GA. | | | 0137 805-78485 25.000 m | 3.25000 81.25| | SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-78490 46.000 m | 3.50000 161.00| | SIGNAL CABLE, 7C 14GA. | | | 0139 805-78500 126.000 m | 4.50000 567.00| | SIGNAL CABLE, 11C 14GA. | | | 0140 805-78510 496.000 m | 1.85000 917.60| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0141 805-78785 6.000 EACH| 500.00000 3000.00| | SIGNAL DETECTOR HOUSING | | | 0142 805-78795 202.000 m | 18.25000 3686.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0143 805-78925 1.000 EACH| 750.00000 750.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0144 805-81032 4.000 EACH| 2650.00000 10600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0145 805-86920 20.000 EACH| 9.00000 180.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0146 805-86930 16.000 EACH| 9.00000 144.00| | INSULATING LINK, NOT WATERPROOFED | | | 0147 805-92504 4.000 EACH| 300.00000 1200.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0148 805-94971 1363.000 m | 10.50000 14311.50| | FIBER OPTICS CABLE | | | 0150 805-98335 24.000 m | 15.50000 372.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0151 805-98336 28.000 m | 15.50000 434.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0152 807-02191 1.000 EACH| 500.00000 500.00| | HANDHOLE, LIGHTING | | | 0153 807-02193 2.000 EACH| 775.00000 1550.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0154 807-02603 7.000 EACH| 375.00000 2625.00| | LIGHT STANDARD, RELOCATE | | | 0156 807-86910 7.000 EACH| 31.25000 218.75| | CONNECTOR KIT, UNFUSED | | | 0157 807-86915 7.000 EACH| 31.25000 218.75| | CONNECTOR KIT, FUSED | | | 0158 808-03002 110.000 m | 1.65000 181.50| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 107 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,843,669.32 ROUTE : CALL ORDER : 107 CONTRACT ID : R -26971-A COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 808-03631 439.000 m | 1.65000 724.35| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0160 808-03632 439.000 m | 1.65000 724.35| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0161 808-06701 390.000 m | 1.05000 409.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0162 808-06703 622.000 m | 1.05000 653.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0163 808-06716 951.000 m | 1.00000 951.00| | LINE, REMOVE | | | 0164 808-75245 1866.000 m | 1.05000 1959.30| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0165 808-75297 48.000 m | 12.00000 576.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0166 808-75320 9.000 EACH| 70.00000 630.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0167 808-75325 9.000 EACH| 100.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0168 808-75998 230.000 EACH| 20.00000 4600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0169 808-92027 226.000 m | 4.00000 904.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0170 808-96016 45.000 m | 6.00000 270.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0171 306-08038 1000.000 m2 | 6.25000 6250.00| | MILLING, ASPHALT, 100 mm | | | 0172 616-06405 453.000 Mg | 29.00000 13137.00| | RIPRAP, REVETMENT | | | SECTION TOTALS | $ 5,681,863.81| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,681,863.81| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 109 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 743,188.53 ROUTE : CALL ORDER : 109 CONTRACT ID : R -27015-B COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B468023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 764,931.52 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 837,316.30 109.4629% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,034,000.00 135.1754% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 14100.00000 14100.00| 16000.00000 16000.00| 20408.00000 20408.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1200.00000 18000.00| 2200.00000 33000.00| 3280.38000 49205.70 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 67000.00000 67000.00| 47745.00000 47745.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 8000.00000 8000.00| 9663.00000 9663.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 1234.000 m | 15.00000 18510.00| 20.00000 24680.00| 11.91000 14696.94 CURB, CONCRETE, REMOVE | | | 0006 202-52710 1799.000 m2 | 9.00000 16191.00| 10.00000 17990.00| 5.06000 9102.94 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-78515 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1020.40000 1020.40 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-91385 14.000 EACH| 400.00000 5600.00| 400.00000 5600.00| 681.09000 9535.26 INLET, REMOVE | | | 0009 202-93047 1.000 EACH| 400.00000 400.00| 600.00000 600.00| 681.11000 681.11 MANHOLE, REMOVE | | | 0010 202-96133 16.000 m | 100.00000 1600.00| 70.00000 1120.00| 175.11000 2801.76 PIPE, REMOVE | | | 0011 203-02000 1140.000 m3 | 55.00000 62700.00| 63.00000 71820.00| 70.79000 80700.60 EXCAVATION, COMMON | | | 0012 205-06932 48.000 m | 14.45000 693.60| 28.00000 1344.00| 14.74000 707.52 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 455.800 m | 4.90000 2233.42| 4.75000 2165.05| 5.00000 2279.00 TEMPORARY SILT FENCE | | | 0014 211-02060 145.000 m3 | 20.00000 2900.00| 30.00000 4350.00| 15.61000 2263.45 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 109 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 743,188.53 ROUTE : CALL ORDER : 109 CONTRACT ID : R -27015-B COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 213-52830 8.500 m3 | 175.00000 1487.50| 270.00000 2295.00| 118.51000 1007.34 FLOWABLE MORTAR | | | 0016 303-52308 713.000 Mg | 25.00000 17825.00| 30.00000 21390.00| 53.57000 38195.41 COMPACTED AGGREGATE, O, 53 | | | 0017 306-08036 8100.000 m2 | 2.00000 16200.00| 1.20000 9720.00| 3.69000 29889.00 MILLING, ASPHALT, 50 mm | | | 0018 401-06264 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1900.00000 1900.00 PROFILOGRAPH, HMA | | | 0019 401-07334 720.000 Mg | 62.00000 44640.00| 70.00000 50400.00| 78.00000 56160.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 976.500 Mg | 54.00000 52731.00| 53.00000 51754.50| 66.00000 64449.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07418 810.200 Mg | 59.00000 47801.80| 60.00000 48612.00| 61.00000 49422.20 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0022 405-05517 1.300 Mg | 200.00000 260.00| 700.00000 910.00| 1230.00000 1599.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 5.500 Mg | 200.00000 1100.00| 200.00000 1100.00| 280.00000 1540.00 ASPHALT FOR TACK COAT | | | 0024 604-06069 278.000 m2 | 60.00000 16680.00| 55.00000 15290.00| 56.12000 15601.36 CURB RAMP, CONCRETE | | | 0025 604-06070 1168.000 m2 | 33.00000 38544.00| 38.00000 44384.00| 31.76000 37095.68 SIDEWALK, CONCRETE | | | 0026 605-06120 1193.800 m | 51.00000 60883.80| 50.00000 59690.00| 60.37000 72069.71 CURB, CONCRETE | | | 0027 610-07486 197.000 Mg | 95.00000 18715.00| 95.00000 18715.00| 134.00000 26398.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-05330 1140.000 m2 | 45.00000 51300.00| 51.00000 58140.00| 62.34000 71067.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-95023 1.000 EACH| 200.00000 200.00| 280.00000 280.00| 239.20000 239.20 MAILBOX ASSEMBLY, RESET | | | 0030 615-06490 11.000 EACH| 140.00000 1540.00| 160.00000 1760.00| 142.86000 1571.46 RIGHT OF WAY MARKER | | | 0031 615-06505 4.000 EACH| 500.00000 2000.00| 510.00000 2040.00| 510.20000 2040.80 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 408.16000 408.16 MONUMENT, SECTION CORNER | | | 0033 621-06567 28.000 kL | 1.00000 28.00| 1.05000 29.40| 1.02000 28.56 WATER | | | 0034 621-06575 1508.000 m2 | 11.00000 16588.00| 4.50000 6786.00| 3.52000 5308.16 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 109 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 743,188.53 ROUTE : CALL ORDER : 109 CONTRACT ID : R -27015-B COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05048 1.800 m | 180.00000 324.00| 220.00000 396.00| 518.01000 932.42 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05149 95.200 m | 175.00000 16660.00| 200.00000 19040.00| 605.98000 57689.30 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 719-04991 43.000 m | 340.00000 14620.00| 290.00000 12470.00| 481.44000 20701.92 DRAIN , CHANNEL | | | 0038 720-44000 21.000 EACH| 350.00000 7350.00| 400.00000 8400.00| 467.16000 9810.36 CASTING, ADJUST TO GRADE | | | 0039 720-45025 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1799.29000 1799.29 INLET, D6 | | | 0040 720-45045 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| 1751.30000 5253.90 INLET, J10 | | | 0041 720-45145 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1751.30000 1751.30 INLET, J10, MODIFIED | | | 0042 720-45410 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 1824.85000 5474.55 MANHOLE, C4 | | | 0043 720-98174 8.000 EACH| 1500.00000 12000.00| 1900.00000 15200.00| 2192.62000 17540.96 INLET, B15 | | | 0044 720-98555 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2268.62000 4537.24 INLET, C15 | | | 0045 801-06203 2209.400 m | 0.50000 1104.70| 0.52000 1148.89| 0.73000 1612.86 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 70.000 m | 4.00000 280.00| 4.10000 287.00| 3.28000 229.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06216 43.400 m | 6.50000 282.10| 7.00000 303.80| 4.42000 191.83 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0048 801-06640 8.000 EACH| 250.00000 2000.00| 215.00000 1720.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 14.000 EACH| 20.00000 280.00| 21.00000 294.00| 25.51000 357.14 CONSTRUCTION SIGN, B | | | 0050 801-06710 240.000 DAY | 9.99000 2397.60| 11.00000 2640.00| 13.27000 3184.80 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 102993.87000 102993.87 MAINTAINING TRAFFIC | | | 0052 805-01842 4.000 EACH| 710.00000 2840.00| 850.00000 3400.00| 714.28000 2857.12 HANDHOLE, SIGNAL | | | 0053 805-02087 LUMP| 200.00000 200.00| 330.00000 330.00| 204.08000 204.08 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 109 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 743,188.53 ROUTE : CALL ORDER : 109 CONTRACT ID : R -27015-B COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 805-02152 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 397.96000 3183.68 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0055 805-03709 4.000 EACH| 2150.00000 8600.00| 1500.00000 6000.00| 1045.91000 4183.64 SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0056 805-06592 486.000 m | 4.00000 1944.00| 17.00000 8262.00| 21.43000 10414.98 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78100 1.000 EACH| 9000.00000 9000.00| 7000.00000 7000.00| 9183.60000 9183.60 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0058 805-78205 6.000 EACH| 585.00000 3510.00| 540.00000 3240.00| 510.20000 3061.20 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0059 805-78230 2.000 EACH| 940.00000 1880.00| 900.00000 1800.00| 1020.40000 2040.80 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78370 8.000 EACH| 100.00000 800.00| 180.00000 1440.00| 81.63000 653.04 PEDESTRIAN PUSH BUTTON | | | 0061 805-78415 4.000 EACH| 1550.00000 6200.00| 1000.00000 4000.00| 816.32000 3265.28 SPAN, CATENARY, AND TETHER | | | 0062 805-78420 4.000 EACH| 200.00000 800.00| 240.00000 960.00| 229.59000 918.36 DISCONNECT HANGER | | | 0063 805-78445 1.000 EACH| 575.00000 575.00| 350.00000 350.00| 510.20000 510.20 SIGNAL SERVICE | | | 0064 805-78467 10.000 m | 4.50000 45.00| 8.00000 80.00| 3.57000 35.70 SIGNAL CABLE, 3C 8GA. | | | 0065 805-78470 1296.300 m | 1.00000 1296.30| 0.32000 414.82| 0.36000 466.67 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0066 805-78485 233.000 m | 3.00000 699.00| 5.80000 1351.40| 3.57000 831.81 SIGNAL CABLE, 5C 14GA. | | | 0067 805-78490 197.000 m | 3.40000 669.80| 6.00000 1182.00| 4.08000 803.76 SIGNAL CABLE, 7C 14GA. | | | 0068 805-78500 138.000 m | 4.60000 634.80| 7.20000 993.60| 5.61000 774.18 SIGNAL CABLE, 11C 14GA. | | | 0069 805-78510 357.000 m | 3.00000 1071.00| 5.00000 1785.00| 2.81000 1003.17 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0070 805-78785 6.000 EACH| 700.00000 4200.00| 750.00000 4500.00| 535.71000 3214.26 SIGNAL DETECTOR HOUSING | | | 0071 805-78795 267.000 m | 18.00000 4806.00| 21.00000 5607.00| 10.20000 2723.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0072 805-78925 1.000 EACH| 900.00000 900.00| 1300.00000 1300.00| 510.20000 510.20 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 109 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 743,188.53 ROUTE : CALL ORDER : 109 CONTRACT ID : R -27015-B COUNTIES : MARION LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-81032 4.000 EACH| 2400.00000 9600.00| 2300.00000 9200.00| 3061.20000 12244.80 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0074 807-02781 1.000 EACH| 900.00000 900.00| 1300.00000 1300.00| 765.30000 765.30 LUMINAIRE MAST ARM, 3.1 m | | | 0075 807-86615 1.000 EACH| 250.00000 250.00| 190.00000 190.00| 229.59000 229.59 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0076 808-03439 115.200 m | 8.00000 921.60| 8.25000 950.40| 10.97000 1263.74 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0077 808-06701 200.000 m | 1.00000 200.00| 1.05000 210.00| 1.02000 204.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0078 808-06703 191.500 m | 1.00000 191.50| 1.05000 201.08| 0.97000 185.76 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-06716 101.000 m | 3.00000 303.00| 2.10000 212.10| 1.34000 135.34 LINE, REMOVE | | | 0080 808-75240 40.000 m | 1.00000 40.00| 1.05000 42.00| 1.02000 40.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0081 808-75245 1510.000 m | 1.00000 1510.00| 1.05000 1585.50| 0.97000 1464.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75297 57.400 m | 8.00000 459.20| 8.40000 482.16| 10.97000 629.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0083 808-75320 8.000 EACH| 35.00000 280.00| 37.00000 296.00| 45.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0084 808-75325 8.000 EACH| 45.00000 360.00| 47.00000 376.00| 57.86000 462.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0085 808-75998 111.000 EACH| 42.00000 4662.00| 43.00000 4773.00| 30.46000 3381.06 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 808-96016 32.000 m | 4.15000 132.80| 4.30000 137.60| 4.08000 130.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 764,931.52| $ 837,316.30| $ 1,034,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 764,931.52| $ 837,316.30| $ 1,034,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/17/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 158200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 444,002.57 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 465,699.22 104.8866% 3 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 498,700.00 112.3191% 4 35-1058755 BAKER & SCHULTZ, INC. $ 518,721.47 116.8284% 5 35-1139301 E & B PAVING, INC. $ 530,892.35 119.5696% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-2031359 |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 4600.00000 4600.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1700.00000 5100.00| 2000.00000 6000.00| 1350.00000 4050.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 23000.00000 23000.00| 24900.00000 24900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4400.00000 4400.00| 9000.00000 9000.00| 9800.00000 9800.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 20000.00000 20000.00| 33500.00000 33500.00| 15738.60000 15738.60 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 136.000 m | 14.50000 1972.00| 14.50000 1972.00| 21.00000 2856.00 GUARDRAIL, REMOVE | | | 0007 202-04089 1.000 EACH| 30.00000 30.00| 30.00000 30.00| 31.00000 31.00 SIGN, SHEET, REMOVE | | | 0008 202-96133 7.000 m | 23.00000 161.00| 30.00000 210.00| 48.00000 336.00 PIPE, REMOVE | | | 0009 202-98488 3.000 EACH| 70.00000 210.00| 30.00000 90.00| 75.00000 225.00 PIPE END SECTION, REMOVE | | | 0010 203-02000 7832.000 m3 | 13.00000 101816.00| 8.00000 62656.00| 14.00000 109648.00 EXCAVATION, COMMON | | | 0011 205-06933 2.000 EACH| 70.00000 140.00| 70.00000 140.00| 71.00000 142.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 211-02050 868.000 m3 | 24.00000 20832.00| 28.00000 24304.00| 28.00000 24304.00 B BORROW | | | 0013 303-01180 255.000 Mg | 13.40000 3417.00| 15.00000 3825.00| 24.00000 6120.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-2031359 |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07434 230.000 Mg | 43.00000 9890.00| 43.00000 9890.00| 44.00000 10120.00 HMA SURFACE, TYPE C | | | 0015 402-07439 382.000 Mg | 33.00000 12606.00| 33.00000 12606.00| 34.00000 12988.00 HMA INTERMEDIATE, TYPE C | | | 0016 402-07442 1560.000 Mg | 28.00000 43680.00| 28.00000 43680.00| 29.00000 45240.00 HMA BASE, TYPE C | | | 0017 405-05518 2725.000 m2 | 0.50000 1362.50| 0.50000 1362.50| 0.50000 1362.50 ASPHALT FOR PRIME COAT | | | 0018 406-05520 1.500 Mg | 230.00000 345.00| 230.00000 345.00| 235.00000 352.50 ASPHALT FOR TACK COAT | | | 0019 601-01846 1.000 EACH| 1485.00000 1485.00| 1485.00000 1485.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-06854 60.960 EACH| 54.25000 3307.08| 54.25000 3307.08| 55.00000 3352.80 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 3.000 EACH| 1815.00000 5445.00| 1815.00000 5445.00| 2000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 137.160 m | 30.25000 4149.09| 30.25000 4149.09| 31.00000 4251.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 13.000 Mg | 66.00000 858.00| 73.00000 949.00| 75.00000 975.00 HMA FOR APPROACHES | | | 0024 611-06497 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 215.00000 215.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 616-02320 857.000 m2 | 2.75000 2356.75| 3.00000 2571.00| 2.00000 1714.00 GEOTEXTILES | | | 0026 616-06405 484.000 Mg | 22.00000 10648.00| 20.00000 9680.00| 26.00000 12584.00 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 2825.000 m2 | 0.65000 1836.25| 0.65000 1836.25| 0.66000 1864.50 MULCHED SEEDING, R | | | 0029 621-06570 675.000 m3 | 10.00000 6750.00| 30.00000 20250.00| 26.00000 17550.00 TOP SOIL | | | 0030 702-90915 47.000 m3 | 430.00000 20210.00| 380.00000 17860.00| 725.00000 34075.00 CONCRETE, A | | | 0031 703-51030 2600.000 kg | 0.69000 1794.00| 1.80000 4680.00| 2.10000 5460.00 REINFORCING STEEL | | | 0032 709-51821 LUMP| 1200.00000 1200.00| 2500.00000 2500.00| 1220.64000 1220.64 SURFACE SEAL | | | 0033 714-99194 35.000 m | 2200.00000 77000.00| 3000.00000 105000.00| 2400.00000 84000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-2031359 |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-03584 2.000 EACH| 1500.00000 3000.00| 220.00000 440.00| 650.00000 1300.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0035 715-05149 32.000 m | 75.00000 2400.00| 36.00000 1152.00| 70.00000 2240.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05171 15.000 m | 90.00000 1350.00| 95.00000 1425.00| 85.00000 1275.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0037 720-45030 1.000 EACH| 3000.00000 3000.00| 1200.00000 1200.00| 995.00000 995.00 INLET, E7 | | | 0038 720-45035 1.000 EACH| 3000.00000 3000.00| 1200.00000 1200.00| 995.00000 995.00 INLET, F7 | | | 0039 801-04308 5.000 EACH| 190.00000 950.00| 190.00000 950.00| 195.00000 975.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 24.000 EACH| 70.00000 1680.00| 70.00000 1680.00| 72.00000 1728.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 19.000 EACH| 100.00000 1900.00| 100.00000 1900.00| 102.00000 1938.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 1700.00000 1700.00 MAINTAINING TRAFFIC | | | 0043 801-07119 12.000 m | 49.30000 591.60| 49.30000 591.60| 50.00000 600.00 BARRICADE, III-B | | | 0044 801-09133 8.000 EACH| 2000.00000 16000.00| 4000.00000 32000.00| 4050.00000 32400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0045 802-04893 2.000 EACH| 140.00000 280.00| 200.00000 400.00| 205.00000 410.00 REFERENCE POST | | | 0046 802-05701 6.000 m | 40.25000 241.50| 61.25000 367.50| 62.00000 372.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-76035 1.100 m2 | 210.00000 231.00| 84.00000 92.40| 85.00000 93.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 808-06703 460.000 m | 4.75000 2185.00| 4.75000 2185.00| 5.00000 2300.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-75240 460.000 m | 1.18000 542.80| 1.18000 542.80| 1.20000 552.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 444,002.57| $ 465,699.22| $ 498,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 444,002.57| $ 465,699.22| $ 498,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1139301 | |BAKER & SCHULTZ, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 3400.00000 3400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2880.00000 8640.00| 1275.00000 3825.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25100.00000 25100.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 37720.00000 37720.00| 25000.00000 25000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 136.000 m | 14.50000 1972.00| 4.00000 544.00| GUARDRAIL, REMOVE | | | 0007 202-04089 1.000 EACH| 30.00000 30.00| 100.00000 100.00| SIGN, SHEET, REMOVE | | | 0008 202-96133 7.000 m | 72.00000 504.00| 10.00000 70.00| PIPE, REMOVE | | | 0009 202-98488 3.000 EACH| 100.00000 300.00| 25.00000 75.00| PIPE END SECTION, REMOVE | | | 0010 203-02000 7832.000 m3 | 10.65000 83410.80| 11.49000 89989.68| EXCAVATION, COMMON | | | 0011 205-06933 2.000 EACH| 70.00000 140.00| 70.00000 140.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 211-02050 868.000 m3 | 29.10000 25258.80| 22.55000 19573.40| B BORROW | | | 0013 303-01180 255.000 Mg | 26.90000 6859.50| 22.99000 5862.45| COMPACTED AGGREGATE, NO. 53 | | | 0014 402-07434 230.000 Mg | 43.38000 9977.40| 43.38000 9977.40| HMA SURFACE, TYPE C | | | 0015 402-07439 382.000 Mg | 32.10000 12262.20| 32.10000 12262.20| HMA INTERMEDIATE, TYPE C | | | 0016 402-07442 1560.000 Mg | 30.52000 47611.20| 30.52000 47611.20| HMA BASE, TYPE C | | | 0017 405-05518 2725.000 m2 | 1.01000 2752.25| 1.01000 2752.25| ASPHALT FOR PRIME COAT | | | 0018 406-05520 1.500 Mg | 162.80000 244.20| 162.80000 244.20| ASPHALT FOR TACK COAT | | | 0019 601-01846 1.000 EACH| 1485.00000 1485.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1139301 | |BAKER & SCHULTZ, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06854 60.960 EACH| 54.25000 3307.08| 62.00000 3779.52| GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 3.000 EACH| 1815.00000 5445.00| 2500.00000 7500.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 137.160 m | 30.25000 4149.09| 32.00000 4389.12| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 13.000 Mg | 55.00000 715.00| 55.00000 715.00| HMA FOR APPROACHES | | | 0024 611-06497 1.000 EACH| 200.00000 200.00| 150.00000 150.00| MAILBOX ASSEMBLY, SINGLE | | | 0025 616-02320 857.000 m2 | 2.90000 2485.30| 1.75000 1499.75| GEOTEXTILES | | | 0026 616-06405 484.000 Mg | 18.50000 8954.00| 18.06000 8741.04| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 2825.000 m2 | 0.65000 1836.25| 0.65000 1836.25| MULCHED SEEDING, R | | | 0029 621-06570 675.000 m3 | 7.80000 5265.00| 11.69000 7890.75| TOP SOIL | | | 0030 702-90915 47.000 m3 | 600.00000 28200.00| 1054.87000 49578.89| CONCRETE, A | | | 0031 703-51030 2600.000 kg | 1.50000 3900.00| 0.69000 1794.00| REINFORCING STEEL | | | 0032 709-51821 LUMP| 1400.00000 1400.00| 1200.00000 1200.00| SURFACE SEAL | | | 0033 714-99194 35.000 m | 3025.00000 105875.00| 3632.87000 127150.45| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2100 mm | | | 0034 715-03584 2.000 EACH| 190.00000 380.00| 350.00000 700.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0035 715-05149 32.000 m | 30.50000 976.00| 57.00000 1824.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05171 15.000 m | 40.30000 604.50| 75.00000 1125.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0037 720-45030 1.000 EACH| 760.00000 760.00| 1200.00000 1200.00| INLET, E7 | | | 0038 720-45035 1.000 EACH| 850.00000 850.00| 1200.00000 1200.00| INLET, F7 | | | 0039 801-04308 5.000 EACH| 190.00000 950.00| 190.00000 950.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 125 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 435,744.45 ROUTE : 224 CALL ORDER : 125 CONTRACT ID : R -27143-A COUNTIES : WELLS LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1139301 | |BAKER & SCHULTZ, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06625 24.000 EACH| 70.00000 1680.00| 70.00000 1680.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 19.000 EACH| 100.00000 1900.00| 100.00000 1900.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 3500.00000 3500.00| 13300.00000 13300.00| MAINTAINING TRAFFIC | | | 0043 801-07119 12.000 m | 49.30000 591.60| 49.30000 591.60| BARRICADE, III-B | | | 0044 801-09133 8.000 EACH| 4200.00000 33600.00| 4000.00000 32000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0045 802-04893 2.000 EACH| 140.00000 280.00| 200.00000 400.00| REFERENCE POST | | | 0046 802-05701 6.000 m | 40.25000 241.50| 50.00000 300.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-76035 1.100 m2 | 210.00000 231.00| 84.00000 92.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 808-06703 460.000 m | 4.75000 2185.00| 4.75000 2185.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-75240 460.000 m | 1.18000 542.80| 1.18000 542.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 518,721.47| $ 530,892.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,721.47| $ 530,892.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2126012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 337,458.66 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 361,783.12 107.2081% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 421,155.45 124.8020% 4 35-1212938 ATLAS EXCAVATING, INC. $ 421,359.00 124.8624% 5 35-1139301 E & B PAVING, INC. $ 434,542.56 128.7691% 6 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 469,099.16 139.0093% 7 35-1065659 BROOKS CONSTRUCTION $ 592,816.64 175.6708% 8 35-1489621 HRP CONSTRUCTION, INC. $ 593,642.69 175.9156% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1817530 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2333.33000 2333.33| 6200.00000 6200.00| 8816.53000 8816.53 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2180.83000 6542.49| 2000.00000 6000.00| 4358.14000 13074.42 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16782.79000 16782.79| 18000.00000 18000.00| 23307.22000 23307.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1048.91000 1048.91| 7250.00000 7250.00| 2422.98000 2422.98 CLEARING RIGHT OF WAY | | | 0005 202-02241 93.000 m | 12.50000 1162.50| 7.00000 651.00| 12.50000 1162.50 GUARDRAIL, REMOVE | | | 0006 202-02260 1.000 EACH| 1000.00000 1000.00| 900.00000 900.00| 1692.08000 1692.08 TREE, 760 mm, REMOVE | | | 0007 202-51330 LUMP| 6916.06000 6916.06| 23500.00000 23500.00| 11300.22000 11300.22 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 461.000 m3 | 12.18000 5614.98| 20.00000 9220.00| 11.30000 5209.30 EXCAVATION, COMMON | | | 0009 203-02070 443.000 m3 | 23.30000 10321.90| 15.00000 6645.00| 20.31000 8997.33 BORROW | | | 0010 205-06932 12.000 m | 40.00000 480.00| 40.00000 480.00| 40.00000 480.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 440.000 m | 4.52000 1988.80| 4.52000 1988.80| 4.52000 1988.80 TEMPORARY SILT FENCE | | | 0012 207-07500 1732.000 m2 | 3.43000 5940.76| 16.75000 29011.00| 5.30000 9179.60 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1817530 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 139.000 m3 | 16.33000 2269.87| 20.00000 2780.00| 47.86000 6652.54 STRUCTURE BACKFILL | | | 0014 301-07448 1437.200 Mg | 18.81000 27033.73| 14.00000 20120.80| 25.70000 36936.04 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08033 1656.000 m2 | 3.40000 5630.40| 4.00000 6624.00| 6.77000 11211.12 MILLING, ASPHALT, 25 mm | | | 0016 402-07432 66.100 Mg | 58.00000 3833.80| 58.00000 3833.80| 75.00000 4957.50 HMA SURFACE, TYPE A | | | 0017 402-07433 94.700 Mg | 58.90000 5577.83| 58.90000 5577.83| 75.00000 7102.50 HMA SURFACE, TYPE B | | | 0018 402-07434 162.900 Mg | 64.75000 10547.78| 64.75000 10547.78| 75.00000 12217.50 HMA SURFACE, TYPE C | | | 0019 402-07438 110.700 Mg | 51.20000 5667.84| 51.20000 5667.84| 100.00000 11070.00 HMA INTERMEDIATE, TYPE B | | | 0020 402-07439 277.200 Mg | 54.00000 14968.80| 54.00000 14968.80| 42.00000 11642.40 HMA INTERMEDIATE, TYPE C | | | 0021 402-07440 198.100 Mg | 52.10000 10321.01| 52.10000 10321.01| 42.00000 8320.20 HMA BASE, TYPE A | | | 0022 402-07441 268.000 Mg | 52.25000 14003.00| 52.25000 14003.00| 42.00000 11256.00 HMA BASE, TYPE B | | | 0023 402-07442 120.600 Mg | 52.80000 6367.68| 52.80000 6367.68| 60.00000 7236.00 HMA BASE, TYPE C | | | 0024 405-05518 1841.000 m2 | 1.25000 2301.25| 1.25000 2301.25| 1.20000 2209.20 ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.700 Mg | 360.00000 612.00| 360.00000 612.00| 900.00000 1530.00 ASPHALT FOR TACK COAT | | | 0026 601-01846 1.000 EACH| 1675.00000 1675.00| 1575.00000 1575.00| 1675.00000 1675.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-04746 4.000 EACH| 3400.00000 13600.00| 3400.00000 13600.00| 3400.00000 13600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06854 2.000 EACH| 1965.00000 3930.00| 1965.00000 3930.00| 1965.00000 3930.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 1950.00000 5850.00| 1950.00000 5850.00| 1950.00000 5850.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 150.500 m | 38.00000 5719.00| 38.00000 5719.00| 38.00000 5719.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06639 99.000 m | 97.37000 9639.63| 60.00000 5940.00| 120.99000 11978.01 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 147.000 m | 61.03000 8971.41| 53.00000 7791.00| 93.84000 13794.48 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1817530 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 610-07486 12.800 Mg | 120.00000 1536.00| 120.00000 1536.00| 75.00000 960.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH| 110.00000 110.00| 110.00000 110.00| 130.59000 130.59 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 11.000 EACH| 125.00000 1375.00| 125.00000 1375.00| 282.05000 3102.55 RIGHT OF WAY MARKER | | | 0036 615-06505 2.000 EACH| 625.00000 1250.00| 625.00000 1250.00| 568.07000 1136.14 MONUMENT, B | | | 0037 616-02320 81.000 m2 | 5.88000 476.28| 3.00000 243.00| 2.81000 227.61 GEOTEXTILES | | | 0038 616-06405 24.000 Mg | 58.30000 1399.20| 22.00000 528.00| 49.62000 1190.88 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 380.00000 380.00| 380.00000 380.00| 380.00000 380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01660 2084.000 m2 | 0.54000 1125.36| 0.54000 1125.36| 0.54000 1125.36 MULCHED SEEDING, LEGUME, 2 | | | 0041 621-01956 30.000 kg | 29.90000 897.00| 29.90000 897.00| 29.90000 897.00 SEED MIXTURE, LEGUME, 1 | | | 0042 621-06548 1.100 kg | 55.00000 60.50| 55.00000 60.50| 55.00000 60.50 SEED MIXTURE, CV | | | 0043 621-06559 1299.000 m2 | 0.72000 935.28| 0.72000 935.28| 0.72000 935.28 MULCHED SEEDING, R | | | 0044 621-52448 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0045 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 60.000 EACH| 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 SEEDLING | | | 0047 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0048 714-01169 21.950 m | 2019.16000 44320.56| 1800.00000 39510.00| 2688.67000 59016.31 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 2100 mm | | | 0049 714-06660 25.300 m2 | 586.17000 14830.10| 770.00000 19481.00| 976.64000 24708.99 WINGWALL | | | 0050 715-05048 30.000 m | 8.33000 249.90| 28.00000 840.00| 25.16000 754.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 10.33000 309.90| 35.00000 1050.00| 27.67000 830.10 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 14.33000 429.90| 43.00000 1290.00| 76.32000 2289.60 PIPE, TYPE 4, CIRCULAR, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1817530 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06203 390.000 m | 0.66000 257.40| 0.74000 288.60| 0.66000 257.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 642.000 m | 2.65000 1701.30| 2.60000 1669.20| 2.65000 1701.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06216 7.200 m | 15.74000 113.33| 15.72000 113.18| 15.74000 113.33 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0056 801-06640 18.000 EACH| 79.00000 1422.00| 79.00000 1422.00| 79.00000 1422.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 3113.86000 3113.86| 6000.00000 6000.00| 950.00000 950.00 MAINTAINING TRAFFIC | | | 0059 801-07119 28.800 m | 28.00000 806.40| 28.00000 806.40| 28.00000 806.40 BARRICADE, III-B | | | 0060 801-97643 259.000 m | 29.00000 7511.00| 7.51000 1945.09| 29.00000 7511.00 TEMPORARY BUZZ STRIPS | | | 0061 802-99045 1.000 EACH| 10.00000 10.00| 70.00000 70.00| 70.00000 70.00 SIGN REMOUNTING | | | 0062 804-06725 9.000 EACH| 12.00000 108.00| 12.00000 108.00| 12.00000 108.00 DELINEATOR WITH POST, D1, 75 mm | | | 0064 808-06703 800.000 m | 1.64000 1312.00| 1.57000 1256.00| 1.50000 1200.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06716 504.000 m | 1.96000 987.84| 1.48000 745.92| 1.96000 987.84 LINE, REMOVE | | | 0066 808-75240 100.000 m | 1.64000 164.00| 1.57000 157.00| 1.50000 150.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0067 808-75998 17.000 EACH| 52.00000 884.00| 52.00000 884.00| 52.00000 884.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 801-01851 LUMP| 29800.00000 29800.00| 16800.00000 16800.00| 29800.00000 29800.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 337,458.66| $ 361,783.12| $ 421,155.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 337,458.66| $ 361,783.12| $ 421,155.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1139301 |(6) 35-1690004 |ATLAS EXCAVATING, INC. |E & B PAVING, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 9990.00000 9990.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2500.00000 7500.00| 1500.00000 4500.00| 2030.00000 6090.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 21650.00000 21650.00| 24450.00000 24450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6128.86000 6128.86| 11994.00000 11994.00| 22560.00000 22560.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 93.000 m | 50.00000 4650.00| 12.00000 1116.00| 17.10000 1590.30 GUARDRAIL, REMOVE | | | 0006 202-02260 1.000 EACH| 1200.00000 1200.00| 500.00000 500.00| 700.00000 700.00 TREE, 760 mm, REMOVE | | | 0007 202-51330 LUMP| 7500.00000 7500.00| 13140.00000 13140.00| 28167.96000 28167.96 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 461.000 m3 | 15.00000 6915.00| 29.00000 13369.00| 17.10000 7883.10 EXCAVATION, COMMON | | | 0009 203-02070 443.000 m3 | 30.00000 13290.00| 29.00000 12847.00| 24.00000 10632.00 BORROW | | | 0010 205-06932 12.000 m | 40.00000 480.00| 40.00000 480.00| 35.20000 422.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 440.000 m | 5.00000 2200.00| 4.52000 1988.80| 4.52000 1988.80 TEMPORARY SILT FENCE | | | 0012 207-07500 1732.000 m2 | 17.00000 29444.00| 16.75000 29011.00| 14.00000 24248.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 139.000 m3 | 40.00000 5560.00| 29.00000 4031.00| 71.50000 9938.50 STRUCTURE BACKFILL | | | 0014 301-07448 1437.200 Mg | 30.00000 43116.00| 14.00000 20120.80| 21.18000 30439.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08033 1656.000 m2 | 5.00000 8280.00| 3.30000 5464.80| 4.85000 8031.60 MILLING, ASPHALT, 25 mm | | | 0016 402-07432 66.100 Mg | 58.00000 3833.80| 72.00000 4759.20| 72.00000 4759.20 HMA SURFACE, TYPE A | | | 0017 402-07433 94.700 Mg | 58.90000 5577.83| 72.00000 6818.40| 72.00000 6818.40 HMA SURFACE, TYPE B | | | 0018 402-07434 162.900 Mg | 64.75000 10547.78| 75.00000 12217.50| 75.00000 12217.50 HMA SURFACE, TYPE C | | | 0019 402-07438 110.700 Mg | 51.20000 5667.84| 56.00000 6199.20| 56.00000 6199.20 HMA INTERMEDIATE, TYPE B | | | 0020 402-07439 277.200 Mg | 54.00000 14968.80| 56.00000 15523.20| 56.00000 15523.20 HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1139301 |(6) 35-1690004 |ATLAS EXCAVATING, INC. |E & B PAVING, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07440 198.100 Mg | 52.10000 10321.01| 56.00000 11093.60| 56.00000 11093.60 HMA BASE, TYPE A | | | 0022 402-07441 268.000 Mg | 52.25000 14003.00| 56.00000 15008.00| 56.00000 15008.00 HMA BASE, TYPE B | | | 0023 402-07442 120.600 Mg | 52.80000 6367.68| 56.00000 6753.60| 56.00000 6753.60 HMA BASE, TYPE C | | | 0024 405-05518 1841.000 m2 | 1.25000 2301.25| 0.40000 736.40| 0.40000 736.40 ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.700 Mg | 360.00000 612.00| 500.00000 850.00| 500.00000 850.00 ASPHALT FOR TACK COAT | | | 0026 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-04746 4.000 EACH| 4625.00000 18500.00| 4200.00000 16800.00| 4625.00000 18500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06854 2.000 EACH| 1655.00000 3310.00| 1800.00000 3600.00| 1655.00000 3310.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 1925.00000 5775.00| 2000.00000 6000.00| 1925.00000 5775.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 150.500 m | 31.25000 4703.13| 34.00000 5117.00| 31.25000 4703.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06639 99.000 m | 130.00000 12870.00| 161.67000 16005.33| 65.35000 6469.65 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 147.000 m | 70.00000 10290.00| 128.73000 18923.31| 52.55000 7724.85 TEMPORARY CONCRETE BARRIER | | | 0033 610-07486 12.800 Mg | 120.00000 1536.00| 155.00000 1984.00| 155.00000 1984.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH| 150.00000 150.00| 140.00000 140.00| 140.00000 140.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 11.000 EACH| 108.00000 1188.00| 150.00000 1650.00| 108.00000 1188.00 RIGHT OF WAY MARKER | | | 0036 615-06505 2.000 EACH| 425.00000 850.00| 500.00000 1000.00| 425.00000 850.00 MONUMENT, B | | | 0037 616-02320 81.000 m2 | 1.85000 149.85| 6.00000 486.00| 6.35000 514.35 GEOTEXTILES | | | 0038 616-06405 24.000 Mg | 70.00000 1680.00| 65.25000 1566.00| 43.95000 1054.80 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 400.00000 400.00| 380.00000 380.00| 380.00000 380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01660 2084.000 m2 | 0.54000 1125.36| 0.54000 1125.36| 0.54000 1125.36 MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1139301 |(6) 35-1690004 |ATLAS EXCAVATING, INC. |E & B PAVING, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01956 30.000 kg | 29.90000 897.00| 29.90000 897.00| 29.90000 897.00 SEED MIXTURE, LEGUME, 1 | | | 0042 621-06548 1.100 kg | 55.00000 60.50| 55.00000 60.50| 55.00000 60.50 SEED MIXTURE, CV | | | 0043 621-06559 1299.000 m2 | 0.72000 935.28| 0.72000 935.28| 0.72000 935.28 MULCHED SEEDING, R | | | 0044 621-52448 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0045 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 60.000 EACH| 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 SEEDLING | | | 0047 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0048 714-01169 21.950 m | 1900.00000 41705.00| 2900.00000 63655.00| 2950.33000 64759.74 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 2100 mm | | | 0049 714-06660 25.300 m2 | 1500.00000 37950.00| 928.85000 23499.91| 1150.00000 29095.00 WINGWALL | | | 0050 715-05048 30.000 m | 83.82000 2514.60| 40.00000 1200.00| 36.25000 1087.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 96.15000 2884.50| 45.00000 1350.00| 40.10000 1203.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 108.48000 3254.40| 50.00000 1500.00| 41.10000 1233.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 801-06203 390.000 m | 0.91000 354.90| 0.66000 257.40| 0.66000 257.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 642.000 m | 3.21000 2060.82| 2.65000 1701.30| 2.65000 1701.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06216 7.200 m | 19.38000 139.54| 15.74000 113.33| 15.75000 113.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0056 801-06640 18.000 EACH| 85.09000 1531.62| 79.00000 1422.00| 79.00000 1422.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 28.36000 113.44| 20.00000 80.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 2252.91000 2252.91| 12000.00000 12000.00| 950.00000 950.00 MAINTAINING TRAFFIC | | | 0059 801-07119 28.800 m | 17.15000 493.92| 28.00000 806.40| 28.00000 806.40 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1139301 |(6) 35-1690004 |ATLAS EXCAVATING, INC. |E & B PAVING, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-97643 259.000 m | 9.26000 2398.34| 8.90000 2305.10| 29.00000 7511.00 TEMPORARY BUZZ STRIPS | | | 0061 802-99045 1.000 EACH| 86.32000 86.32| 150.00000 150.00| 70.00000 70.00 SIGN REMOUNTING | | | 0062 804-06725 9.000 EACH| 22.20000 199.80| 12.00000 108.00| 12.00000 108.00 DELINEATOR WITH POST, D1, 75 mm | | | 0064 808-06703 800.000 m | 1.57000 1256.00| 1.50000 1200.00| 1.64000 1312.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06716 504.000 m | 1.48000 745.92| 1.96000 987.84| 1.96000 987.84 LINE, REMOVE | | | 0066 808-75240 100.000 m | 1.57000 157.00| 1.50000 150.00| 1.64000 164.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0067 808-75998 17.000 EACH| 75.00000 1275.00| 45.00000 765.00| 52.00000 884.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 801-01851 LUMP| 16650.00000 16650.00| 16500.00000 16500.00| 30200.00000 30200.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 421,359.00| $ 434,542.56| $ 469,099.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 421,359.00| $ 434,542.56| $ 469,099.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 |(8) 35-1489621 | |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 19500.00000 19500.00| 5800.00000 5800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1500.00000 4500.00| 3100.00000 9300.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11500.00000 11500.00| 10200.00000 10200.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 93.000 m | 26.20000 2436.60| 27.00000 2511.00| GUARDRAIL, REMOVE | | | 0006 202-02260 1.000 EACH| 750.00000 750.00| 1200.00000 1200.00| TREE, 760 mm, REMOVE | | | 0007 202-51330 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 461.000 m3 | 44.00000 20284.00| 117.00000 53937.00| EXCAVATION, COMMON | | | 0009 203-02070 443.000 m3 | 35.00000 15505.00| 33.00000 14619.00| BORROW | | | 0010 205-06932 12.000 m | 38.00000 456.00| 41.00000 492.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 440.000 m | 5.00000 2200.00| 12.00000 5280.00| TEMPORARY SILT FENCE | | | 0012 207-07500 1732.000 m2 | 16.75000 29011.00| 24.00000 41568.00| SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 139.000 m3 | 45.00000 6255.00| 47.00000 6533.00| STRUCTURE BACKFILL | | | 0014 301-07448 1437.200 Mg | 19.00000 27306.80| 26.00000 37367.20| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08033 1656.000 m2 | 4.00000 6624.00| 6.00000 9936.00| MILLING, ASPHALT, 25 mm | | | 0016 402-07432 66.100 Mg | 45.00000 2974.50| 76.00000 5023.60| HMA SURFACE, TYPE A | | | 0017 402-07433 94.700 Mg | 65.00000 6155.50| 76.00000 7197.20| HMA SURFACE, TYPE B | | | 0018 402-07434 162.900 Mg | 65.00000 10588.50| 76.00000 12380.40| HMA SURFACE, TYPE C | | | 0019 402-07438 110.700 Mg | 50.00000 5535.00| 101.00000 11180.70| HMA INTERMEDIATE, TYPE B | | | 0020 402-07439 277.200 Mg | 50.00000 13860.00| 43.00000 11919.60| HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 |(8) 35-1489621 | |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07440 198.100 Mg | 32.00000 6339.20| 43.00000 8518.30| HMA BASE, TYPE A | | | 0022 402-07441 268.000 Mg | 45.00000 12060.00| 43.00000 11524.00| HMA BASE, TYPE B | | | 0023 402-07442 120.600 Mg | 60.00000 7236.00| 61.00000 7356.60| HMA BASE, TYPE C | | | 0024 405-05518 1841.000 m2 | 1.00000 1841.00| 1.50000 2761.50| ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.700 Mg | 300.00000 510.00| 910.00000 1547.00| ASPHALT FOR TACK COAT | | | 0026 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-04746 4.000 EACH| 4625.00000 18500.00| 4625.00000 18500.00| ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06854 2.000 EACH| 1655.00000 3310.00| 1655.00000 3310.00| GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 3300.00000 9900.00| 1925.00000 5775.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 150.500 m | 31.25000 4703.13| 31.25000 4703.13| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06639 99.000 m | 120.00000 11880.00| 233.07000 23073.93| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 147.000 m | 110.00000 16170.00| 56.15000 8254.05| TEMPORARY CONCRETE BARRIER | | | 0033 610-07486 12.800 Mg | 105.00000 1344.00| 76.00000 972.80| HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH| 175.00000 175.00| 140.00000 140.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 11.000 EACH| 108.00000 1188.00| 108.00000 1188.00| RIGHT OF WAY MARKER | | | 0036 615-06505 2.000 EACH| 425.00000 850.00| 425.00000 850.00| MONUMENT, B | | | 0037 616-02320 81.000 m2 | 18.00000 1458.00| 9.76000 790.56| GEOTEXTILES | | | 0038 616-06405 24.000 Mg | 65.00000 1560.00| 75.00000 1800.00| RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 100.00000 100.00| 380.00000 380.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01660 2084.000 m2 | 0.45000 937.80| 0.55000 1146.20| MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 |(8) 35-1489621 | |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01956 30.000 kg | 10.00000 300.00| 30.00000 900.00| SEED MIXTURE, LEGUME, 1 | | | 0042 621-06548 1.100 kg | 50.00000 55.00| 56.40000 62.04| SEED MIXTURE, CV | | | 0043 621-06559 1299.000 m2 | 0.54000 701.46| 1.00000 1299.00| MULCHED SEEDING, R | | | 0044 621-52448 4.000 EACH| 50.00000 200.00| 30.00000 120.00| SIGN, DO NOT SPRAY | | | 0045 622-52436 2.000 EACH| 50.00000 100.00| 30.00000 60.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 60.000 EACH| 6.50000 390.00| 12.00000 720.00| SEEDLING | | | 0047 622-98200 4.000 EACH| 50.00000 200.00| 30.00000 120.00| SIGN, DO NOT DISTURB | | | 0048 714-01169 21.950 m | 4500.00000 98775.00| 3806.50000 83552.68| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 2100 mm | | | 0049 714-06660 25.300 m2 | 4000.00000 101200.00| 600.00000 15180.00| WINGWALL | | | 0050 715-05048 30.000 m | 20.00000 600.00| 10.00000 300.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 25.00000 750.00| 10.00000 300.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 30.00000 900.00| 10.00000 300.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 801-06203 390.000 m | 0.74000 288.60| 1.00000 390.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 642.000 m | 2.60000 1669.20| 3.00000 1926.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06216 7.200 m | 15.72000 113.18| 16.00000 115.20| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0056 801-06640 18.000 EACH| 69.00000 1242.00| 80.00000 1440.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 23.00000 92.00| 23.00000 92.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 11230.00000 11230.00| 64990.00000 64990.00| MAINTAINING TRAFFIC | | | 0059 801-07119 28.800 m | 13.91000 400.61| 30.00000 864.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,673.48 ROUTE : 6 CALL ORDER : 131 CONTRACT ID : R -27144-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 |(8) 35-1489621 | |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-97643 259.000 m | 7.51000 1945.09| 30.00000 7770.00| TEMPORARY BUZZ STRIPS | | | 0061 802-99045 1.000 EACH| 10.00000 10.00| 75.00000 75.00| SIGN REMOUNTING | | | 0062 804-06725 9.000 EACH| 12.95000 116.55| 12.00000 108.00| DELINEATOR WITH POST, D1, 75 mm | | | 0064 808-06703 800.000 m | 1.57000 1256.00| 2.00000 1600.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06716 504.000 m | 1.48000 745.92| 2.00000 1008.00| LINE, REMOVE | | | 0066 808-75240 100.000 m | 1.57000 157.00| 2.00000 200.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0067 808-75998 17.000 EACH| 75.00000 1275.00| 50.00000 850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 801-01851 LUMP| 17000.00000 17000.00| 16665.00000 16665.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 592,816.64| $ 593,642.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 592,816.64| $ 593,642.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 137 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 137 CONTRACT ID : R -27293-A COUNTIES : STEUBEN LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/02/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,327,353.70 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,347,012.43 101.4810% 3 35-0997978 PHEND & BROWN, INC. $ 1,706,060.43 128.5309% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 197 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,200,568.89 ROUTE : SR 352 CALL ORDER : 197 CONTRACT ID : RS-24659-A COUNTIES : BENTON WARREN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3404011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,094,839.83 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,202,527.02 105.1405% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-06845 LUMP| 24025.09000 24025.09| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1893.59000 15148.72| 1900.00000 15200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38277.42000 38277.42| 110125.00000 110125.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 7.000 EACH| 150.00000 1050.00| 500.00000 3500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0005 203-02020 15.000 CYS | 167.12000 2506.80| 50.00000 750.00| EXCAVATION, UNCLASSIFIED | | | 0006 303-01180 258.000 TON | 13.08000 3374.64| 45.00000 11610.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 10950.000 TON | 13.71000 150124.50| 11.00000 120450.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 3343.000 TON | 54.74000 182995.82| 64.00000 213952.00| HMA PATCHING, TYPE B | | | 0009 306-08034 19753.780 SYS | 1.87000 36939.57| 1.75000 34569.12| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 401-06264 LUMP| 1584.08000 1584.08| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0011 401-07321 12852.000 TON | 32.74000 420774.48| 33.00000 424116.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 401-07371 19302.000 TON | 30.42000 587166.84| 31.00000 598362.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0013 402-07451 7832.000 TON | 32.19000 252112.08| 33.00000 258456.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0014 406-05520 98.000 TON | 152.95000 14989.10| 230.00000 22540.00| ASPHALT FOR TACK COAT | | | 0015 601-92948 1120.000 LFT | 3.35000 3752.00| 3.35000 3752.00| GUARDRAIL, ADJUST HEIGHT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 197 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,200,568.89 ROUTE : SR 352 CALL ORDER : 197 CONTRACT ID : RS-24659-A COUNTIES : BENTON WARREN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-94689 7.000 EACH| 2448.73000 17141.11| 2600.00000 18200.00| GUARDRAIL END TREATMENT, OS | | | 0017 608-04395 50.000 TON | 57.13000 2856.50| 50.00000 2500.00| AGGREGATE FOR SHOULDER DRAINS | | | 0018 610-07487 2600.000 TON | 66.33000 172458.00| 65.00000 169000.00| HMA FOR APPROACHES, TYPE B | | | 0019 615-06505 61.000 EACH| 415.51000 25346.11| 725.00000 44225.00| MONUMENT, B | | | 0020 801-03290 4.000 EACH| 75.00000 300.00| 75.00000 300.00| CONSTRUCTION SIGN, C | | | 0021 801-06203 9668.900 LFT | 0.70000 6768.23| 0.25000 2417.23| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 6252.000 LFT | 1.05000 6564.60| 1.10000 6877.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 39.000 EACH| 96.00000 3744.00| 96.00000 3744.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 71218.67000 71218.67| 74760.00000 74760.00| MAINTAINING TRAFFIC | | | 0025 808-03631 520.000 LFT | 2.40000 1248.00| 2.40000 1248.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0026 808-04896 260.000 LFT | 2.40000 624.00| 2.40000 624.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0027 808-06703 123251.000 LFT | 0.22000 27115.22| 0.22000 27115.22| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0028 808-75240 49486.000 LFT | 0.22000 10886.92| 0.22000 10886.92| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 33289.000 LFT | 0.22000 7323.58| 0.22000 7323.58| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75297 165.000 LFT | 4.75000 783.75| 4.75000 783.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75340 4.000 EACH| 325.00000 1300.00| 325.00000 1300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0032 808-75996 1085.000 EACH| 4.00000 4340.00| 4.00000 4340.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,094,839.83| $ 2,202,527.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,094,839.83| $ 2,202,527.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 203 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,049,497.57 ROUTE : 32 CALL ORDER : 203 CONTRACT ID : RS-26385-A COUNTIES : HAMILTON MADISON LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0886009 5729003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 1,762,403.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,979,585.00 112.3230% 3 35-1139301 E & B PAVING, INC. $ 1,987,043.97 112.7462% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1139301 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 22625.00000 22625.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2040.00000 6120.00| 2200.00000 6600.00| 2300.00000 6900.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 84000.00000 84000.00| 92499.16000 92499.16| 99000.00000 99000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 7.000 EACH| 420.00000 2940.00| 160.00000 1120.00| 800.00000 5600.00 HEADWALL, REMOVE | | | 0005 202-96133 120.000 LFT | 40.00000 4800.00| 14.00000 1680.00| 37.50000 4500.00 PIPE, REMOVE | | | 0006 203-02000 2527.500 CYS | 53.00000 133957.50| 45.00000 113737.50| 42.00000 106155.00 EXCAVATION, COMMON | | | 0007 205-06932 700.000 LFT | 3.25000 2275.00| 3.20000 2240.00| 3.10000 2170.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 4550.000 LFT | 1.45000 6597.50| 1.45000 6597.50| 1.40000 6370.00 TEMPORARY SILT FENCE | | | 0009 211-02050 527.500 CYS | 17.96000 9473.90| 22.00000 11605.00| 25.00000 13187.50 B BORROW | | | 0010 304-07490 1293.200 TON | 120.00000 155184.00| 120.00000 155184.00| 110.00000 142252.00 HMA PATCHING, TYPE B | | | 0011 306-08033 152331.000 SYS | 0.60000 91398.60| 1.05000 159947.55| 1.07000 162994.17 MILLING, ASPHALT, 1 IN. | | | 0012 401-06264 LUMP| 5000.00000 5000.00| 7400.00000 7400.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0013 401-07328 21418.800 TON | 35.20000 753941.76| 41.00000 878170.80| 39.00000 835333.20 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0014 401-07398 1744.900 TON | 36.75000 64125.08| 42.00000 73285.80| 47.00000 82010.30 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 203 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,049,497.57 ROUTE : 32 CALL ORDER : 203 CONTRACT ID : RS-26385-A COUNTIES : HAMILTON MADISON LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1139301 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07413 2849.900 TON | 33.60000 95756.64| 42.00000 119695.80| 47.00000 133945.30 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0016 406-05520 67.700 TON | 150.00000 10155.00| 200.00000 13540.00| 200.00000 13540.00 ASPHALT FOR TACK COAT | | | 0017 610-07487 2103.600 TON | 62.00000 130423.20| 65.00000 136734.00| 85.00000 178806.00 HMA FOR APPROACHES, TYPE B | | | 0018 615-06525 2.000 EACH| 425.00000 850.00| 800.00000 1600.00| 380.00000 760.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 621-01004 7.000 EACH| 700.00000 4900.00| 700.00000 4900.00| 670.00000 4690.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 10158.000 SYS | 0.45000 4571.10| 0.45000 4571.10| 0.44000 4469.52 MULCHED SEEDING, R | | | 0021 715-05052 170.000 LFT | 64.00000 10880.00| 21.00000 3570.00| 32.00000 5440.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0022 715-05118 135.000 LFT | 41.00000 5535.00| 22.00000 2970.00| 62.50000 8437.50 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 715-05119 196.500 LFT | 100.00000 19650.00| 33.00000 6484.50| 83.25000 16358.63 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05121 8.500 LFT | 100.00000 850.00| 110.00000 935.00| 66.50000 565.25 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0025 715-46000 10.000 EACH| 325.00000 3250.00| 240.00000 2400.00| 346.00000 3460.00 PIPE END SECTION, 12 IN. | | | 0026 715-46005 12.000 EACH| 330.00000 3960.00| 250.00000 3000.00| 346.00000 4152.00 PIPE END SECTION, 15 IN. | | | 0027 715-46010 3.000 EACH| 380.00000 1140.00| 260.00000 780.00| 328.00000 984.00 PIPE END SECTION, 18 IN. | | | 0028 801-06207 10715.000 LFT | 0.50000 5357.50| 1.20000 12858.00| 0.90000 9643.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 52.000 EACH| 65.00000 3380.00| 64.00000 3328.00| 60.00000 3120.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 34000.00000 34000.00| 67000.00000 67000.00| 23500.00000 23500.00 MAINTAINING TRAFFIC | | | 0031 808-06712 56884.000 LFT | 0.01000 568.84| 0.01000 568.84| 0.01000 568.84 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0032 808-06713 145080.000 LFT | 0.11000 15958.80| 0.11000 15958.80| 0.10000 14508.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06714 50261.000 LFT | 0.11000 5528.71| 0.11000 5528.71| 0.10000 5026.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75297 195.500 LFT | 2.20000 430.10| 2.20000 430.10| 2.10000 410.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 203 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,049,497.57 ROUTE : 32 CALL ORDER : 203 CONTRACT ID : RS-26385-A COUNTIES : HAMILTON MADISON LETTING DATE : 12/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1139301 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75320 6.000 EACH| 105.00000 630.00| 105.00000 630.00| 100.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 5.000 EACH| 155.00000 775.00| 155.00000 775.00| 150.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 306-08042 116437.000 SYS | 0.55000 64040.35| 0.32000 37259.84| 0.53000 61711.61 MILLING, SCARIFICATION/PROFILE | | | SECTION TOTALS | $ 1,762,403.58| $ 1,979,585.00| $ 1,987,043.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,762,403.58| $ 1,979,585.00| $ 1,987,043.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 209 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,335,395.23 ROUTE : 145 CALL ORDER : 209 CONTRACT ID : RS-27022-A COUNTIES : DUBOIS PERRY LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1031001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,019,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,179,896.28 115.7896% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5800.00000 5800.00| 11000.00000 11000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1230.00000 9840.00| 1800.00000 14400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50873.82000 50873.82| 58500.00000 58500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 300.000 LFT | 1.75000 525.00| 1.75000 525.00| GUARDRAIL, REMOVE | | | 0005 211-07454 200.000 CYS | 28.50000 5700.00| 33.35000 6670.00| STRUCTURE BACKFILL | | | 0006 303-01180 300.000 TON | 29.00000 8700.00| 62.00000 18600.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 100.000 TON | 16.60000 1660.00| 18.00000 1800.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 300.000 TON | 88.00000 26400.00| 150.00000 45000.00| HMA PATCHING, TYPE B | | | 0009 306-08033 98470.000 SYS | 0.15000 14770.50| 0.40000 39388.00| MILLING, ASPHALT, 1 IN. | | | 0011 401-07321 8124.000 TON | 33.50000 272154.00| 34.25000 278247.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 401-07371 9224.000 TON | 31.90000 294245.60| 32.00000 295168.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0013 402-07451 300.000 TON | 33.50000 10050.00| 51.00000 15300.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0014 405-05517 21.000 TON | 300.00000 6300.00| 400.00000 8400.00| ASPHALT FOR PRIME COAT | | | 0015 406-05520 46.000 TON | 170.00000 7820.00| 200.00000 9200.00| ASPHALT FOR TACK COAT | | | 0016 601-01522 19.000 EACH| 1125.00000 21375.00| 1125.00000 21375.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 209 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,335,395.23 ROUTE : 145 CALL ORDER : 209 CONTRACT ID : RS-27022-A COUNTIES : DUBOIS PERRY LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-01846 18.000 EACH| 1700.00000 30600.00| 1700.00000 30600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-04123 5.000 EACH| 575.00000 2875.00| 575.00000 2875.00| GUARDRAIL W THRIE BEAM TRANSITION | | | SECTION, SHOP CURVED | | | 0019 601-94689 24.000 EACH| 2500.00000 60000.00| 3200.00000 76800.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 3144.000 LFT | 11.00000 34584.00| 11.00000 34584.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 610-07487 1259.000 TON | 49.00000 61691.00| 65.00000 81835.00| HMA FOR APPROACHES, TYPE B | | | 0022 616-02305 38.000 CYS | 160.00000 6080.00| 325.00000 12350.00| GABIONS | | | 0023 616-02320 56.000 SYS | 5.00000 280.00| 4.25000 238.00| GEOTEXTILES | | | 0024 706-91957 300.000 LFT | 46.00000 13800.00| 46.00000 13800.00| BRIDGE RAILING, THRIE BEAM | | | 0025 729-51875 36.000 SFT | 65.00000 2340.00| 155.00000 5580.00| CONCRETE, A, PATCHING | | | 0026 801-06203 7656.000 LFT | 0.35000 2679.60| 1.05000 8038.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 3828.000 LFT | 1.10000 4210.80| 1.75000 6699.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 34.000 EACH| 80.00000 2720.00| 108.30000 3682.20| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 28600.00000 28600.00| 44000.00000 44000.00| MAINTAINING TRAFFIC | | | 0030 808-06712 420.000 LFT | 0.08000 33.60| 0.08000 33.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 76238.000 LFT | 0.08000 6099.04| 0.08000 6099.04| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 73938.000 LFT | 0.08000 5915.04| 0.08000 5915.04| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-75297 17.000 LFT | 5.50000 93.50| 8.30000 141.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75340 2.000 EACH| 285.00000 570.00| 586.00000 1172.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 209 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,335,395.23 ROUTE : 145 CALL ORDER : 209 CONTRACT ID : RS-27022-A COUNTIES : DUBOIS PERRY LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75996 2.000 EACH| 95.00000 190.00| 14.00000 28.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 950.000 EACH| 18.35000 17432.50| 17.95000 17052.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 306-08043 1200.000 SYS | 1.66000 1992.00| 4.00000 4800.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 1,019,000.00| $ 1,179,896.28| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,019,000.00| $ 1,179,896.28| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,725,119.84 ROUTE : 218 CALL ORDER : 215 CONTRACT ID : RS-27071-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/20/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3035003 3035004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,348,986.23 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,690,700.04 125.3311% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1275.00000 7650.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 67000.00000 67000.00| 84000.00000 84000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02260 2.000 EACH| 450.00000 900.00| 650.00000 1300.00| TREE, 30 IN., REMOVE | | | 0004 202-91840 310.000 LFT | 0.01000 3.10| 5.00000 1550.00| FENCE, CHAIN LINK, REMOVE | | | 0005 202-93091 1.000 EACH| 300.00000 300.00| 450.00000 450.00| TREE, 15 IN., REMOVE | | | 0006 203-90014 3.930 STA | 2500.00000 9825.00| 809.00000 3179.37| LINEAR GRADING | | | 0007 205-06932 12.000 LFT | 10.00000 120.00| 36.00000 432.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 59654.000 LFT | 0.50000 29827.00| 0.50000 29827.00| TEMPORARY SILT FENCE | | | 0009 301-07448 6865.000 TON | 5.00000 34325.00| 12.00000 82380.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 6890.000 TON | 1.00000 6890.00| 5.00000 34450.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1005.000 TON | 55.00000 55275.00| 55.35000 55626.75| HMA PATCHING, TYPE B | | | 0012 304-07493 10297.000 TON | 32.00000 329504.00| 25.00000 257425.00| WIDENING WITH HMA, TYPE B | | | 0013 305-98794 335.000 TON | 5.00000 1675.00| 5.00000 1675.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0014 306-08033 75955.000 SYS | 0.20000 15191.00| 0.30000 22786.50| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,725,119.84 ROUTE : 218 CALL ORDER : 215 CONTRACT ID : RS-27071-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08034 300.000 SYS | 0.20000 60.00| 1.86000 558.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 7705.000 SYS | 0.01000 77.05| 1.00000 7705.00| MILLING, TRANSITION | | | 0017 401-06264 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| PROFILOGRAPH, HMA | | | 0018 401-07321 8058.000 TON | 35.00000 282030.00| 32.00000 257856.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07371 10743.000 TON | 32.00000 343776.00| 28.00000 300804.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 406-05520 55.000 TON | 50.00000 2750.00| 150.00000 8250.00| ASPHALT FOR TACK COAT | | | 0021 603-04124 2.000 EACH| 350.00000 700.00| 940.00000 1880.00| FENCE GATE, CHAIN LINK, 48 IN X 4 FT. | | | 0022 603-06045 310.000 LFT | 13.50000 4185.00| 13.00000 4030.00| FENCE, CHAIN LINK, 48 IN. | | | 0023 610-07487 892.000 TON | 50.00000 44600.00| 56.69000 50567.48| HMA FOR APPROACHES, TYPE B | | | 0024 615-06520 14.000 EACH| 100.00000 1400.00| 317.18000 4440.52| MONUMENT, RE-ESTABLISH | | | 0025 715-05595 8.000 LFT | 180.00000 1440.00| 171.00000 1368.00| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0026 715-05596 12.000 LFT | 132.00000 1584.00| 118.45000 1421.40| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0027 801-06203 5970.000 LFT | 0.21000 1253.70| 0.11000 656.70| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 2985.000 LFT | 0.63000 1880.55| 0.72000 2149.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 24.000 EACH| 145.00000 3480.00| 250.00000 6000.00| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 70909.00000 70909.00| 425714.59000 425714.59| MAINTAINING TRAFFIC | | | 0031 802-91122 21.000 EACH| 155.00000 3255.00| 98.00000 2058.00| SIGN, GROUND MOUNTED, RESET | | | 0032 804-04435 2.000 EACH| 10.00000 20.00| 10.00000 20.00| DELINEATOR POST, REMOVE | | | 0033 804-06771 19.000 EACH| 19.00000 361.00| 25.00000 475.00| DELINEATOR POST, FLEXIBLE | | | 0034 807-02823 1.000 EACH| 2500.00000 2500.00| 1600.00000 1600.00| LIGHT POLE, WOOD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 215 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,725,119.84 ROUTE : 218 CALL ORDER : 215 CONTRACT ID : RS-27071-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-04298 1.000 EACH| 405.00000 405.00| 405.00000 405.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0036 808-06713 59654.000 LFT | 0.08000 4772.32| 0.09000 5368.86| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-75240 3031.000 LFT | 0.23000 697.13| 0.23000 697.13| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0038 808-75245 46648.000 LFT | 0.23000 10729.04| 0.23000 10729.04| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75297 105.000 LFT | 4.50000 472.50| 4.50000 472.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75996 736.000 EACH| 2.94000 2163.84| 3.25000 2392.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,348,986.23| $ 1,690,700.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,348,986.23| $ 1,690,700.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 219 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,211,832.98 ROUTE : 62 CALL ORDER : 219 CONTRACT ID : RS-27102-A COUNTIES : VANDERBURGH LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0063009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,254,873.20 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,291,600.00 102.9267% 3 35-0626844 RUDOLPH, J.H. & CO $ 1,520,101.75 121.1358% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1950.00000 15600.00| 1500.00000 12000.00| 1700.00000 13600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62700.00000 62700.00| 64574.51000 64574.51| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 31.000 LFT | 6.00000 186.00| 6.00000 186.00| 6.00000 186.00 GUARDRAIL, REMOVE | | | 0005 202-02278 864.000 LFT | 10.00000 8640.00| 10.00000 8640.00| 17.00000 14688.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 369.000 SYS | 15.00000 5535.00| 15.00000 5535.00| 36.50000 13468.50 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-93741 7.000 EACH| 250.00000 1750.00| 140.00000 980.00| 680.00000 4760.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 211-07454 21.000 CYS | 30.00000 630.00| 30.00000 630.00| 73.00000 1533.00 STRUCTURE BACKFILL | | | 0009 303-07449 55.000 TON | 55.00000 3025.00| 28.30000 1556.50| 58.00000 3190.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 1270.000 TON | 100.00000 127000.00| 99.00000 125730.00| 135.00000 171450.00 HMA PATCHING, TYPE C | | | 0011 306-08034 134775.000 SYS | 0.50000 67387.50| 0.42000 56605.50| 0.97000 130731.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 8860.000 SYS | 3.85000 34111.00| 1.40000 12404.00| 4.25000 37655.00 MILLING, TRANSITION | | | 0013 401-07334 11150.000 TON | 42.00000 468300.00| 52.15000 581472.50| 45.85000 511227.50 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0014 402-07452 200.000 TON | 60.00000 12000.00| 52.20000 10440.00| 45.00000 9000.00 HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 219 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,211,832.98 ROUTE : 62 CALL ORDER : 219 CONTRACT ID : RS-27102-A COUNTIES : VANDERBURGH LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 1.500 TON | 250.00000 375.00| 550.00000 825.00| 605.00000 907.50 ASPHALT FOR PRIME COAT | | | 0016 406-05520 36.000 TON | 225.00000 8100.00| 175.00000 6300.00| 200.00000 7200.00 ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 1750.00000 3500.00| 1680.00000 3360.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-93346 4.000 EACH| 150.00000 600.00| 75.00000 300.00| 75.00000 300.00 GUARD RAIL CONNECTOR, AS | | | 0019 601-94689 6.000 EACH| 2150.00000 12900.00| 2455.00000 14730.00| 3500.00000 21000.00 GUARDRAIL END TREATMENT, OS | | | 0021 604-06070 25.000 SYS | 100.00000 2500.00| 70.00000 1750.00| 86.00000 2150.00 SIDEWALK, CONCRETE | | | 0022 610-07488 675.000 TON | 110.00000 74250.00| 65.00000 43875.00| 89.00000 60075.00 HMA FOR APPROACHES, TYPE C | | | 0023 612-04315 90.000 TON | 765.00000 68850.00| 765.00000 68850.00| 765.00000 68850.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 1805.000 EACH| 6.50000 11732.50| 6.50000 11732.50| 6.50000 11732.50 DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06527 4.000 EACH| 480.00000 1920.00| 470.00000 1880.00| 470.00000 1880.00 MONUMENT, SECTION CORNER | | | 0026 621-06574 270.000 SYS | 4.75000 1282.50| 12.75000 3442.50| 19.50000 5265.00 SODDING | | | 0027 702-90915 1.000 CYS | 650.00000 650.00| 216.00000 216.00| 530.00000 530.00 CONCRETE, A | | | 0028 715-41045 16.000 LFT | 35.00000 560.00| 80.00000 1280.00| 265.00000 4240.00 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0029 715-90588 24.000 LFT | 35.00000 840.00| 36.00000 864.00| 80.00000 1920.00 PIPE, RELAID, 12 IN. | | | 0030 720-44000 10.000 EACH| 650.00000 6500.00| 650.00000 6500.00| 1400.00000 14000.00 CASTING, ADJUST TO GRADE | | | 0031 801-06203 2050.000 LFT | 0.61000 1250.50| 0.50000 1025.00| 1.25000 2562.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 2050.000 LFT | 2.11000 4325.50| 1.10000 2255.00| 2.25000 4612.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 50.000 EACH| 96.00000 4800.00| 75.00000 3750.00| 96.00000 4800.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 70750.00000 70750.00| 67830.00000 67830.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0035 805-02328 24570.000 LFT | 0.25000 6142.50| 0.25000 6142.50| 0.25000 6142.50 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 219 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,211,832.98 ROUTE : 62 CALL ORDER : 219 CONTRACT ID : RS-27102-A COUNTIES : VANDERBURGH LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-78785 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| 450.00000 4500.00 SIGNAL DETECTOR HOUSING | | | 0037 805-78795 5620.000 LFT | 7.50000 42150.00| 7.50000 42150.00| 7.50000 42150.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 805-92951 25.000 EACH| 142.50000 3562.50| 142.50000 3562.50| 142.50000 3562.50 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0039 808-06701 10230.000 LFT | 0.24000 2455.20| 0.23000 2352.90| 0.24000 2455.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0040 808-06703 40914.000 LFT | 0.24000 9819.36| 0.23000 9410.22| 0.24000 9819.36 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0041 808-06705 210.000 LFT | 0.24000 50.40| 1.00000 210.00| 0.24000 50.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0042 808-75065 2.000 EACH| 135.00000 270.00| 70.00000 140.00| 135.00000 270.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0043 808-75240 7535.000 LFT | 0.24000 1808.40| 0.01000 75.35| 0.24000 1808.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 40914.000 LFT | 0.24000 9819.36| 0.23000 9410.22| 0.24000 9819.36 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75260 160.000 LFT | 1.92000 307.20| 2.00000 320.00| 1.92000 307.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0046 808-75278 1138.000 LFT | 1.92000 2184.96| 2.00000 2276.00| 1.92000 2184.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0047 808-75297 910.000 LFT | 3.84000 3494.40| 2.50000 2275.00| 3.84000 3494.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75300 882.000 LFT | 0.96000 846.72| 0.90000 793.80| 0.96000 846.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0049 808-75320 110.000 EACH| 57.00000 6270.00| 35.00000 3850.00| 57.00000 6270.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0050 808-75325 45.000 EACH| 82.00000 3690.00| 45.00000 2025.00| 82.00000 3690.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0051 808-75340 1.000 EACH| 285.00000 285.00| 400.00000 400.00| 285.00000 285.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 219 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,211,832.98 ROUTE : 62 CALL ORDER : 219 CONTRACT ID : RS-27102-A COUNTIES : VANDERBURGH LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75996 1324.000 EACH| 4.80000 6355.20| 4.00000 5296.00| 4.25000 5627.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 1324.000 EACH| 17.25000 22839.00| 17.25000 22839.00| 17.25000 22839.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0054 604-07896 57.500 SYS | 105.00000 6037.50| 145.00000 8337.50| 70.00000 4025.00 CURB RAMP, CONCRETE, B | | | 0055 604-07900 159.000 SYS | 115.00000 18285.00| 135.00000 21465.00| 60.00000 9540.00 CURB RAMP, CONCRETE, F | | | 0056 604-07901 60.000 SYS | 105.00000 6300.00| 125.00000 7500.00| 125.00000 7500.00 CURB RAMP, CONCRETE, G | | | 0057 604-07902 60.000 SYS | 105.00000 6300.00| 125.00000 7500.00| 100.00000 6000.00 CURB RAMP, CONCRETE, H | | | 0058 604-07894 10.000 SYS | 105.00000 1050.00| 125.00000 1250.00| 100.00000 1000.00 CURB RAMP, CONCRETE, A | | | SECTION TOTALS | $ 1,254,873.20| $ 1,291,600.00| $ 1,520,101.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,254,873.20| $ 1,291,600.00| $ 1,520,101.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,229,918.95 ROUTE : 10 CALL ORDER : 221 CONTRACT ID : RS-27120-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3650024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,787,603.76 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,846,998.89 103.3226% 3 35-0997978 PHEND & BROWN, INC. $ 1,938,379.41 108.4345% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 4239.32000 4239.32| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| 1000.00000 9000.00| 1600.00000 14400.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 89000.00000 89000.00| 92000.00000 92000.00| 97000.00000 97000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 230.000 m | 7.75000 1782.50| 9.00000 2070.00| 7.75000 1782.50 GUARDRAIL, REMOVE | | | 0006 202-02271 28.000 EACH| 100.00000 2800.00| 100.00000 2800.00| 275.00000 7700.00 HEADWALL, REMOVE | | | 0007 202-02278 474.000 m | 26.25000 12442.50| 5.00000 2370.00| 17.50000 8295.00 CURB, CONCRETE, REMOVE | | | 0009 202-04089 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 31.50000 252.00 SIGN, SHEET, REMOVE | | | 0010 202-91385 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 270.00000 540.00 INLET, REMOVE | | | 0011 203-02000 81.000 m3 | 1.31000 106.11| 60.00000 4860.00| 12.00000 972.00 EXCAVATION, COMMON | | | 0012 203-02080 1.000 km | 19286.40000 19286.40| 1500.00000 1500.00| 1000.00000 1000.00 LINEAR GRADING | | | 0014 211-07454 40.000 m3 | 26.16000 1046.40| 20.00000 800.00| 18.00000 720.00 STRUCTURE BACKFILL | | | 0015 301-07448 173.000 Mg | 21.38000 3698.74| 22.00000 3806.00| 26.00000 4498.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 11093.000 Mg | 1.10000 12202.30| 5.00000 55465.00| 12.00000 133116.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07490 300.000 Mg | 50.32000 15096.00| 79.00000 23700.00| 85.50000 25650.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,229,918.95 ROUTE : 10 CALL ORDER : 221 CONTRACT ID : RS-27120-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 304-07493 2130.000 Mg | 33.41000 71163.30| 40.00000 85200.00| 42.60000 90738.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08033 140000.000 m2 | 0.01000 1400.00| 0.20000 28000.00| 0.23000 32200.00 MILLING, ASPHALT, 25 mm | | | 0020 401-06264 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0021 401-07327 12054.000 Mg | 30.86000 371986.44| 43.00000 518322.00| 42.00000 506268.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0023 402-07433 32.000 Mg | 56.33000 1802.56| 50.00000 1600.00| 70.00000 2240.00 HMA SURFACE, TYPE B | | | 0024 402-07438 43.000 Mg | 51.86000 2229.98| 50.00000 2150.00| 67.00000 2881.00 HMA INTERMEDIATE, TYPE B | | | 0025 406-05520 9.000 Mg | 1102.33000 9920.97| 800.00000 7200.00| 400.00000 3600.00 ASPHALT FOR TACK COAT | | | 0026 601-01846 2.000 EACH| 1625.00000 3250.00| 1700.00000 3400.00| 1625.00000 3250.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-03130 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 350.00000 1400.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0028 601-06619 20.900 m | 72.00000 1504.80| 82.00000 1713.80| 72.00000 1504.80 GUARDRAIL, THRIE BEAM, MODIFIED | | | 0029 601-94689 14.000 EACH| 2000.00000 28000.00| 2200.00000 30800.00| 3160.00000 44240.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 4.000 EACH| 775.00000 3100.00| 1000.00000 4000.00| 775.00000 3100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 579.500 m | 32.95000 19094.53| 32.00000 18544.00| 33.00000 19123.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 605-06120 474.000 m | 38.55000 18272.70| 30.00000 14220.00| 47.00000 22278.00 CURB, CONCRETE | | | 0033 610-07487 2800.000 Mg | 59.59000 166852.00| 50.00000 140000.00| 65.00000 182000.00 HMA FOR APPROACHES, TYPE B | | | 0034 615-06527 16.000 EACH| 395.00000 6320.00| 150.00000 2400.00| 395.00000 6320.00 MONUMENT, SECTION CORNER | | | 0035 616-02320 100.000 m2 | 3.21000 321.00| 1.00000 100.00| 3.00000 300.00 GEOTEXTILES | | | 0036 616-06401 10.000 Mg | 52.52000 525.20| 150.00000 1500.00| 85.00000 850.00 RIPRAP, DUMPED | | | 0037 621-01004 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,229,918.95 ROUTE : 10 CALL ORDER : 221 CONTRACT ID : RS-27120-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06559 500.000 m2 | 10.00000 5000.00| 2.98000 1490.00| 2.98000 1490.00 MULCHED SEEDING, R | | | 0039 715-05118 24.000 m | 540.05000 12961.20| 450.00000 10800.00| 330.00000 7920.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0040 715-05119 11.600 m | 543.33000 6302.63| 500.00000 5800.00| 370.00000 4292.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0041 715-46000 4.000 EACH| 405.00000 1620.00| 400.00000 1600.00| 220.00000 880.00 PIPE END SECTION, 300 mm | | | 0042 715-46005 14.000 EACH| 415.00000 5810.00| 400.00000 5600.00| 240.00000 3360.00 PIPE END SECTION, 375 mm | | | 0043 715-46020 6.000 EACH| 565.00000 3390.00| 600.00000 3600.00| 360.00000 2160.00 PIPE END SECTION, 600 mm | | | 0044 720-44000 15.000 EACH| 200.00000 3000.00| 100.00000 1500.00| 340.00000 5100.00 CASTING, ADJUST TO GRADE | | | 0045 720-45205 3.000 EACH| 2215.00000 6645.00| 2500.00000 7500.00| 2600.00000 7800.00 CATCH BASIN, A2 | | | 0046 720-45215 2.000 EACH| 2150.00000 4300.00| 2500.00000 5000.00| 2300.00000 4600.00 CATCH BASIN, A8 | | | 0047 720-45235 1.000 EACH| 1775.00000 1775.00| 2200.00000 2200.00| 1600.00000 1600.00 CATCH BASIN, E7 | | | 0048 801-01093 6.000 EACH| 439.00000 2634.00| 439.00000 2634.00| 439.00000 2634.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-01506 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0050 801-06203 3482.000 m | 0.36000 1253.52| 0.33000 1149.06| 0.33000 1149.06 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 1805.300 m | 2.36000 4260.51| 3.00000 5415.90| 3.50000 6318.55 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06640 60.000 EACH| 200.00000 12000.00| 98.00000 5880.00| 98.00000 5880.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 330915.00000 330915.00| 43800.00000 43800.00| 27000.00000 27000.00 MAINTAINING TRAFFIC | | | 0055 805-02440 487.800 m | 0.40000 195.12| 0.40000 195.12| 1.00000 487.80 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0056 805-78795 125.000 m | 10.00000 1250.00| 10.00000 1250.00| 26.50000 3312.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0057 808-06713 36049.000 m | 0.27000 9733.23| 0.27000 9733.23| 0.27000 9733.23 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,229,918.95 ROUTE : 10 CALL ORDER : 221 CONTRACT ID : RS-27120-A COUNTIES : MARSHALL LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75240 2651.000 m | 0.76000 2014.76| 0.76000 2014.76| 0.76000 2014.76 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75245 20208.000 m | 0.76000 15358.08| 0.76000 15358.08| 0.76000 15358.08 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75300 33.000 m | 7.00000 231.00| 7.00000 231.00| 7.00000 231.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0061 808-75340 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0062 808-75998 1161.000 EACH| 17.50000 20317.50| 17.50000 20317.50| 17.50000 20317.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 306-08043 12000.000 m2 | 0.30000 3600.00| 0.01000 120.00| 0.23000 2760.00 MILLING, TRANSITION | | | 0064 203-02070 700.000 m3 | 0.01000 7.00| 25.00000 17500.00| 16.85000 11795.00 BORROW | | | 0065 401-07378 16071.000 Mg | 26.46000 425238.66| 37.00000 594627.00| 34.00000 546414.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0066 804-06771 21.000 EACH| 24.00000 504.00| 20.00000 420.00| 28.00000 588.00 DELINEATOR POST, FLEXIBLE | | | 0067 720-99315 2.000 EACH| 1000.00000 2000.00| 200.00000 400.00| 525.00000 1050.00 CLEAN EXISTING CATCH BASINS | | | 0068 715-01354 60.000 m | 20.00000 1200.00| 25.00000 1500.00| 30.00000 1800.00 CLEAN EXISTING PIPE | | | 0069 808-75297 65.000 m | 45.00000 2925.00| 13.00000 845.00| 10.50000 682.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0070 802-05701 64.000 m | 15.00000 960.00| 15.00000 960.00| 38.00000 2432.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 8.920 m2 | 11.00000 98.12| 11.00000 98.12| 134.60000 1200.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 1,787,603.76| $ 1,846,998.89| $ 1,938,379.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,787,603.76| $ 1,846,998.89| $ 1,938,379.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 227 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,857.54 ROUTE : 421 CALL ORDER : 227 CONTRACT ID : RS-27125-A COUNTIES : CARROLL CLINTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1116009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,002,426.87 100.0000% 2 35-1621699 CENTRAL PAVING, INC. $ 1,018,611.20 101.6145% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,053,976.36 105.1424% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1621699 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 2070.32000 18632.88| 2400.00000 21600.00| 1900.00000 17100.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 67714.70000 67714.70| 50000.00000 50000.00| 52700.00000 52700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 87.500 LFT | 2.25000 196.88| 2.25000 196.88| 2.25000 196.88 GUARDRAIL, REMOVE | | | 0004 202-02928 1.000 EACH| 417.12000 417.12| 425.00000 425.00| 650.00000 650.00 CATCH BASIN, REMOVE | | | 0005 202-93741 29.000 EACH| 125.00000 3625.00| 385.00000 11165.00| 200.00000 5800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 202-96133 4.000 LFT | 104.28000 417.12| 40.00000 160.00| 70.00000 280.00 PIPE, REMOVE | | | 0007 203-02070 860.000 CYS | 9.88000 8496.80| 9.00000 7740.00| 23.00000 19780.00 BORROW | | | 0008 203-02080 0.500 MILE| 16458.16000 8229.08| 31000.00000 15500.00| 12000.00000 6000.00 LINEAR GRADING | | | 0009 211-07454 1.000 CYS | 15.19000 15.19| 200.00000 200.00| 130.00000 130.00 STRUCTURE BACKFILL | | | 0010 303-07449 3700.000 TON | 14.56000 53872.00| 13.35000 49395.00| 16.00000 59200.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 306-08034 207929.000 SYS | 0.19000 39506.51| 0.20000 41585.80| 0.60000 124757.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 401-07321 15800.000 TON | 32.36000 511288.00| 37.00000 584600.00| 33.00000 521400.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 406-05520 53.000 TON | 179.15000 9494.95| 150.00000 7950.00| 240.00000 12720.00 ASPHALT FOR TACK COAT | | | 0014 601-01701 2.000 EACH| 1650.00000 3300.00| 1650.00000 3300.00| 1650.00000 3300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 227 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,857.54 ROUTE : 421 CALL ORDER : 227 CONTRACT ID : RS-27125-A COUNTIES : CARROLL CLINTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1621699 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-06854 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL, W-BEAM, NESTED | | | 0016 601-93346 4.000 EACH| 90.00000 360.00| 90.00000 360.00| 90.00000 360.00 GUARD RAIL CONNECTOR, AS | | | 0017 601-94689 31.000 EACH| 2137.29000 66255.99| 1925.00000 59675.00| 2250.00000 69750.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 412.500 LFT | 10.55000 4351.88| 10.55000 4351.88| 10.55000 4351.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 610-07487 875.000 TON | 84.78000 74182.50| 55.00000 48125.00| 75.00000 65625.00 HMA FOR APPROACHES, TYPE B | | | 0021 615-06520 5.000 EACH| 501.39000 2506.95| 600.00000 3000.00| 535.00000 2675.00 MONUMENT, RE-ESTABLISH | | | 0022 615-06527 5.000 EACH| 1381.71000 6908.55| 390.00000 1950.00| 715.00000 3575.00 MONUMENT, SECTION CORNER | | | 0023 619-91919 1600.000 LFT | 2.97000 4752.00| 1.00000 1600.00| 2.80000 4480.00 JOINT AND CRACK CLEANING AND SEALING | | | 0024 621-01004 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1600.000 SYS | 1.10000 1760.00| 1.10000 1760.00| 1.10000 1760.00 MULCHED SEEDING, R | | | 0026 715-01662 144.000 LFT | 44.61000 6423.84| 30.00000 4320.00| 13.00000 1872.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0027 715-05595 6.000 LFT | 83.68000 502.08| 30.00000 180.00| 50.00000 300.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0028 715-46005 1.000 EACH| 486.16000 486.16| 250.00000 250.00| 300.00000 300.00 PIPE END SECTION, 15 IN. | | | 0029 801-06203 6700.000 LFT | 1.04000 6968.00| 0.25000 1675.00| 0.10000 670.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 6700.000 LFT | 1.12000 7504.00| 0.90000 6030.00| 1.25000 8375.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 50.000 EACH| 79.00000 3950.00| 50.00000 2500.00| 50.00000 2500.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 26215.29000 26215.29| 35275.00000 35275.00| 16660.00000 16660.00 MAINTAINING TRAFFIC | | | 0033 808-06713 232200.000 LFT | 0.08000 18576.00| 0.01000 2322.00| 0.01000 2322.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 227 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,857.54 ROUTE : 421 CALL ORDER : 227 CONTRACT ID : RS-27125-A COUNTIES : CARROLL CLINTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1621699 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75240 19380.000 LFT | 0.23000 4457.40| 0.15000 2907.00| 0.15000 2907.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0035 808-75245 38768.000 LFT | 0.23000 8916.64| 0.23000 8916.64| 0.15000 5815.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0036 808-75297 70.000 LFT | 10.50000 735.00| 6.00000 420.00| 6.00000 420.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 808-75300 50.000 LFT | 2.63000 131.50| 3.00000 150.00| 3.00000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0038 808-75996 1064.000 EACH| 4.20000 4468.80| 4.50000 4788.00| 4.00000 4256.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 1064.000 EACH| 17.90000 19045.60| 17.00000 18088.00| 17.00000 18088.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 105-06845 LUMP| 2512.46000 2512.46| 10900.00000 10900.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 1,002,426.87| $ 1,018,611.20| $ 1,053,976.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,002,426.87| $ 1,018,611.20| $ 1,053,976.36 ====================================================================================================================================