INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9934033 8334002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,989,515.29 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 79500.00000 79500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2600.00000 20800.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 199450.00000 199450.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 6181.000 SYS | 8.20000 50684.20| | PAVEMENT REMOVAL | | | 0008 202-02240 1227.000 SYS | 5.00000 6135.00| | PAVEMENT REMOVAL , TEMPORARY | | | 0009 202-52710 11.000 SYS | 36.50000 401.50| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-96133 3003.000 LFT | 7.90000 23723.70| | PIPE, REMOVE | | | 0011 203-02000 17766.000 CYS | 14.25000 253165.50| | EXCAVATION, COMMON | | | 0012 203-02070 1739.000 CYS | 7.20000 12520.80| | BORROW | | | 0013 205-06931 10.000 TON | 80.00000 800.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 26.000 EACH| 50.00000 1300.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 5.000 TON | 640.00000 3200.00| | TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-06936 12.000 TON | 85.00000 1020.00| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 5507.000 LFT | 1.30000 7159.10| | TEMPORARY SILT FENCE | | | 0018 207-07498 29119.000 SYS | 4.00000 116476.00| | SUBGRADE TREATMENT, TYPE A | | | 0019 211-07454 7015.000 CYS | 23.00000 161345.00| | STRUCTURE BACKFILL | | | 0020 301-07448 1316.000 TON | 29.50000 38822.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 22.000 TON | 32.00000 704.00| | COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07491 15.000 TON | 200.00000 3000.00| | HMA PATCHING, TYPE C | | | 0023 304-07492 349.000 TON | 70.00000 24430.00| | WIDENING WITH HMA, TYPE A | | | 0024 304-07494 6564.000 TON | 45.00000 295380.00| | WIDENING WITH HMA, TYPE C | | | 0025 306-08043 1293.000 SYS | 5.60000 7240.80| | MILLING, TRANSITION | | | 0026 401-07332 256.000 TON | 55.00000 14080.00| | QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0027 401-07334 2493.000 TON | 55.00000 137115.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0028 401-07401 426.000 TON | 52.00000 22152.00| | QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm | | | 0029 401-07403 4068.000 TON | 44.00000 178992.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07422 1188.000 TON | 47.00000 55836.00| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0031 401-07424 6922.000 TON | 42.00000 290724.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 4204.000 TON | 38.00000 159752.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0033 402-07452 1315.000 TON | 46.00000 60490.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0034 402-07453 333.000 TON | 45.00000 14985.00| | HMA FOR TEMPORARY PAVEMENT | | | 0035 406-05520 30.000 TON | 185.00000 5550.00| | ASPHALT FOR TACK COAT | | | 0036 604-07901 136.000 SYS | 255.00000 34680.00| | CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 604-07902 160.000 SYS | 158.00000 25280.00| | CURB RAMP, CONCRETE, H | | | 0038 604-91531 3139.000 SYS | 32.40000 101703.60| | SIDEWALK, CONCRETE, 4 IN. | | | 0039 605-06120 367.000 LFT | 29.70000 10899.90| | CURB, CONCRETE | | | 0040 605-06155 9693.000 LFT | 11.00000 106623.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 605-96305 657.000 LFT | 11.00000 7227.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0042 605-97937 109.000 LFT | 29.00000 3161.00| | CURB AND GUTTER, CONCRETE, ROLL | | | 0043 610-07486 2662.000 TON | 70.00000 186340.00| | HMA FOR APPROACHES, TYPE A | | | 0044 611-05330 3090.000 SYS | 38.30000 118347.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 11.000 EACH| 140.00000 1540.00| | MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 2.000 EACH| 180.00000 360.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0047 615-06490 21.000 EACH| 125.00000 2625.00| | RIGHT OF WAY MARKER | | | 0048 615-06505 8.000 EACH| 475.00000 3800.00| | MONUMENT, B | | | 0049 615-06527 1.000 EACH| 375.00000 375.00| | MONUMENT, SECTION CORNER | | | 0050 616-02320 28.000 SYS | 25.00000 700.00| | GEOTEXTILES | | | 0051 616-06405 8.000 TON | 85.00000 680.00| | RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH| 225.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 1.000 TON | 715.00000 715.00| | FERTILIZER | | | 0054 621-06557 149.000 LBS | 3.61000 537.89| | SEED MIXTURE, T | | | 0055 621-06565 1.000 TON | 546.00000 546.00| | MULCHING MATERIAL | | | 0056 621-06567 24.000 MG | 5.00000 120.00| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06575 10761.000 SYS | 6.26000 67363.86| | SODDING, NURSERY | | | 0058 715-05048 11478.000 LFT | 4.14000 47518.92| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05049 100.000 LFT | 18.00000 1800.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0060 715-05051 100.000 LFT | 20.00000 2000.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0061 715-05052 100.000 LFT | 22.00000 2200.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0062 715-05053 30.000 LFT | 13.48000 404.40| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0063 715-05149 2604.000 LFT | 30.00000 78120.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0064 715-05151 1956.000 LFT | 30.00000 58680.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0065 715-05152 1296.500 LFT | 33.00000 42784.50| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0066 715-05154 1993.000 LFT | 40.00000 79720.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0067 715-05156 975.000 LFT | 58.00000 56550.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0068 715-05169 187.000 LFT | 35.00000 6545.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-46005 8.000 EACH| 265.00000 2120.00| | PIPE END SECTION, 15 IN. | | | 0070 715-46020 1.000 EACH| 350.00000 350.00| | PIPE END SECTION, 24 IN. | | | 0071 715-46030 1.000 EACH| 475.00000 475.00| | PIPE END SECTION, 30 IN. | | | 0072 718-52610 1035.000 CYS | 45.75000 47351.25| | AGGREGATE FOR UNDERDRAINS | | | 0073 718-99153 13277.000 SYS | 1.06000 14073.62| | GEOTEXTILES FOR UNDERDRAIN | | | 0074 720-45005 1.000 EACH| 1000.00000 1000.00| | INLET, A2 | | | 0075 720-45030 3.000 EACH| 1500.00000 4500.00| | INLET, E7 | | | 0076 720-45035 1.000 EACH| 1500.00000 1500.00| | INLET, F7 | | | 0077 720-45045 24.000 EACH| 1600.00000 38400.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 720-45055 26.000 EACH| 1600.00000 41600.00| | INLET, M10 | | | 0079 720-45235 3.000 EACH| 1500.00000 4500.00| | CATCH BASIN, E7 | | | 0080 720-45270 11.000 EACH| 1100.00000 12100.00| | PIPE CATCH BASIN, 18 IN. | | | 0081 720-45410 32.000 EACH| 1800.00000 57600.00| | MANHOLE, C4 | | | 0082 720-45431 2.000 EACH| 3500.00000 7000.00| | MANHOLE, J | | | 0083 720-91352 1.000 EACH| 1500.00000 1500.00| | CATCH BASIN, F7 | | | 0084 720-94157 2.000 EACH| 1800.00000 3600.00| | MANHOLE, C | | | 0085 720-94208 3.000 EACH| 1800.00000 5400.00| | MANHOLE, C10 | | | 0086 720-95422 4.000 EACH| 3500.00000 14000.00| | MANHOLE, J4 | | | 0087 720-98174 5.000 EACH| 1600.00000 8000.00| | INLET, B15 | | | 0088 720-98555 3.000 EACH| 1600.00000 4800.00| | INLET, C15 | | | 0089 720-98687 12.000 EACH| 1700.00000 20400.00| | CATCH BASIN, M10 | | | 0090 720-99417 3.000 EACH| 1800.00000 5400.00| | CATCH BASIN, C15 | | | 0091 801-04308 6.000 EACH| 375.00000 2250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06203 2460.000 LFT | 1.00000 2460.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0093 801-06207 10025.000 LFT | 0.85000 8521.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0094 801-06577 46.000 LFT | 20.00000 920.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0095 801-06625 20.000 EACH| 125.00000 2500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 26.000 EACH| 175.00000 4550.00| | CONSTRUCTION SIGN, A | | | 0097 801-06645 11.000 EACH| 65.00000 715.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06775 LUMP| 125000.00000 125000.00| | MAINTAINING TRAFFIC | | | 0099 801-07119 219.000 LFT | 24.00000 5256.00| | BARRICADE, III-B | | | 0100 802-05701 214.000 LFT | 11.53000 2467.42| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-05702 46.000 LFT | 10.79000 496.34| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 203.000 SFT | 15.36000 3118.08| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0103 802-76035 22.000 SFT | 15.87000 349.14| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0104 802-76045 31.000 SFT | 16.90000 523.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0105 802-96121 4.000 EACH| 177.85000 711.40| | PEDSTRIAN PUSH BUTTON AND SIGN. | | | 0106 805-01815 8.000 EACH| 1843.14000 14745.12| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0107 805-01842 15.000 EACH| 863.04000 12945.60| | HANDHOLE, SIGNAL | | | 0108 805-02152 4.000 EACH| 463.26000 1853.04| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0109 805-06592 3182.000 LFT | 15.50000 49321.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0110 805-78100 2.000 EACH| 8400.55000 16801.10| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 8.000 EACH| 535.31000 4282.48| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0112 805-78230 8.000 EACH| 818.56000 6548.48| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0113 805-78415 8.000 EACH| 1104.08000 8832.64| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-78420 8.000 EACH| 239.97000 1919.76| | DISCONNECT HANGER | | | 0115 805-78445 2.000 EACH| 574.53000 1149.06| | SIGNAL SERVICE | | | 0116 805-78467 65.000 LFT | 2.33000 151.45| | SIGNAL CABLE, 3C 8GA. | | | 0117 805-78470 8777.000 LFT | 0.15000 1316.55| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0118 805-78485 1050.000 LFT | 1.81000 1900.50| | SIGNAL CABLE, 5C 14GA. | | | 0119 805-78490 2241.000 LFT | 1.97000 4414.77| | SIGNAL CABLE, 7C 14GA. | | | 0120 805-78510 5279.000 LFT | 1.17000 6176.43| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0121 805-78784 9.000 EACH| 125.12000 1126.08| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0122 805-78785 23.000 EACH| 769.04000 17687.92| | SIGNAL DETECTOR HOUSING | | | 0123 805-78795 2774.000 LFT | 6.12000 16976.88| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0124 805-78925 2.000 EACH| 1163.26000 2326.52| | CONTROLLER CABINET FOUNDATION, P1 | | | 0125 805-81032 8.000 EACH| 2726.58000 21812.64| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0126 805-92504 14.000 EACH| 210.90000 2952.60| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 808-06701 2088.000 LFT | 0.30000 626.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0128 808-06703 1256.000 LFT | 0.30000 376.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0129 808-06713 2000.000 LFT | 0.35000 700.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0130 808-75245 8499.000 LFT | 0.30000 2549.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75278 538.000 LFT | 1.55000 833.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0132 808-75297 328.000 LFT | 3.10000 1016.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,281.88 ROUTE : DIXON ROAD CALL ORDER : 111 CONTRACT ID : R -22345-B COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 808-75300 580.000 LFT | 0.90000 522.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0134 808-75320 10.000 EACH| 59.00000 590.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0135 808-75325 9.000 EACH| 85.00000 765.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0136 808-92027 2730.000 LFT | 1.10000 3003.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 3,989,515.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,989,515.29| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/17/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B050010 B050010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 3,161,347.26 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,367,100.00 106.5083% 3 35-1609544 SCHUTT-LOOKABILL CO $ 3,371,546.59 106.6490% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,391,700.00 107.2865% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,497,581.10 110.6357% 6 35-1139301 E & B PAVING, INC. $ 3,650,000.00 115.4571% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,692,754.25 116.8095% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 43000.00000 43000.00| 60203.60000 60203.60| 65920.00000 65920.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2000.00000 30000.00| 2856.47000 42847.05| 2225.80000 33387.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 157000.00000 157000.00| 153143.00000 153143.00| 168577.33000 168577.33 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 60000.00000 60000.00| 62536.12000 62536.12| 32108.94000 32108.94 CLEARING RIGHT OF WAY | | | 0007 202-02241 504.000 m | 7.45000 3754.80| 7.60000 3830.40| 8.05000 4057.20 GUARDRAIL, REMOVE | | | 0008 202-02278 691.000 m | 10.00000 6910.00| 18.96000 13101.36| 11.42000 7891.22 CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 8988.00000 8988.00| 5960.37000 5960.37| 57540.40000 57540.40 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 267.000 m2 | 11.00000 2937.00| 12.27000 3276.09| 9.65000 2576.55 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-78515 LUMP| 1000.00000 1000.00| 2236.73000 2236.73| 3753.00000 3753.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 1.000 EACH| 250.00000 250.00| 384.84000 384.84| 679.00000 679.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-93741 6.000 EACH| 125.00000 750.00| 127.55000 765.30| 135.00000 810.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 202-96133 140.000 m | 45.00000 6300.00| 65.00000 9100.00| 10.73000 1502.20 PIPE, REMOVE | | | 0015 203-02000 7997.000 m3 | 20.00000 159940.00| 24.90000 199125.30| 26.78000 214159.66 EXCAVATION, COMMON | | | 0016 203-02070 3092.000 m3 | 16.00000 49472.00| 6.00000 18552.00| 19.06000 58933.52 BORROW | | | 0017 203-51223 371.000 m3 | 9.00000 3339.00| 9.40000 3487.40| 9.00000 3339.00 EXCAVATION, WATERWAY | | | 0018 205-02231 40.000 m | 90.00000 3600.00| 83.14000 3325.60| 32.87000 1314.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-06932 12.000 m | 29.50000 354.00| 30.10000 361.20| 31.86000 382.32 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06933 28.000 EACH| 54.00000 1512.00| 55.10000 1542.80| 58.32000 1632.96 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 622.000 m | 5.10000 3172.20| 5.20000 3234.40| 5.51000 3427.22 TEMPORARY SILT FENCE | | | 0022 206-51220 310.000 m3 | 94.85000 29403.50| 29.86000 9256.60| 94.85000 29403.50 EXCAVATION, WET | | | 0023 207-07498 14804.000 m2 | 5.25000 77721.00| 8.36000 123761.44| 5.94000 87935.76 SUBGRADE TREATMENT, TYPE A | | | 0024 211-02060 1510.000 m3 | 15.00000 22650.00| 14.31000 21608.10| 23.13000 34926.30 B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-07454 393.000 m3 | 30.21000 11872.53| 42.08000 16537.44| 30.21000 11872.53 STRUCTURE BACKFILL | | | 0026 303-07662 1.000 Mg | 200.00000 200.00| 182.59000 182.59| 200.00000 200.00 STONE | | | 0027 303-52308 1815.000 Mg | 16.75000 30401.25| 34.60000 62799.00| 20.91000 37951.65 COMPACTED AGGREGATE, O, 53 | | | 0028 305-05204 48.000 Mg | 80.00000 3840.00| 260.00000 12480.00| 86.40000 4147.20 HMA FOR PATCHING | | | 0029 306-08033 16610.000 m2 | 0.50000 8305.00| 1.39000 23087.90| 0.65000 10796.50 MILLING, ASPHALT, 25 mm | | | 0030 401-07334 2722.000 Mg | 53.00000 144266.00| 56.00000 152432.00| 57.24000 155807.28 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 6277.000 Mg | 37.00000 232249.00| 39.00000 244803.00| 39.96000 250828.92 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 5299.000 Mg | 35.00000 185465.00| 33.00000 174867.00| 37.80000 200302.20 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 401-07413 3273.000 Mg | 36.00000 117828.00| 35.00000 114555.00| 37.80000 123719.40 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0034 401-07429 5082.000 Mg | 42.00000 213444.00| 40.00000 203280.00| 44.28000 225030.96 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0035 402-07441 466.000 Mg | 46.00000 21436.00| 45.00000 20970.00| 49.68000 23150.88 HMA BASE, TYPE B | | | 0036 405-05517 3.000 Mg | 100.00000 300.00| 700.00000 2100.00| 108.00000 324.00 ASPHALT FOR PRIME COAT | | | 0037 406-05520 23.000 Mg | 100.00000 2300.00| 200.00000 4600.00| 108.00000 2484.00 ASPHALT FOR TACK COAT | | | 0038 601-01704 3.000 EACH| 1710.00000 5130.00| 1744.88000 5234.64| 1846.80000 5540.40 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0039 601-03578 1.000 EACH| 1305.00000 1305.00| 1331.62000 1331.62| 1409.40000 1409.40 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0040 601-04746 1.000 EACH| 6100.00000 6100.00| 6224.44000 6224.44| 6588.00000 6588.00 ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-05999 1.000 EACH| 42.00000 42.00| 42.86000 42.86| 45.36000 45.36 CURVED TERMINAL END | | | 0042 601-06035 373.000 m | 18.00000 6714.00| 18.37000 6852.01| 19.44000 7251.12 GUARDRAIL, RESET | | | 0043 601-94689 1.000 EACH| 2125.00000 2125.00| 2168.35000 2168.35| 2295.00000 2295.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 150.000 m | 46.25000 6937.50| 47.19000 7078.50| 49.95000 7492.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 602-06646 194.000 m | 59.40000 11523.60| 93.79000 18195.26| 59.40000 11523.60 TEMPORARY CONCRETE BARRIER | | | 0046 604-07894 64.200 m2 | 123.25000 7912.65| 152.98000 9821.32| 81.09000 5205.98 CURB RAMP, CONCRETE, A | | | 0047 604-91531 208.000 m2 | 35.32000 7346.56| 43.19000 8983.52| 32.87000 6836.96 SIDEWALK, CONCRETE, 100 mm | | | 0048 605-06120 114.000 m | 69.87000 7965.18| 65.31000 7445.34| 49.11000 5598.54 CURB, CONCRETE | | | 0049 605-06140 1614.000 m | 52.97000 85493.58| 46.73000 75422.22| 46.69000 75357.66 CURB AND GUTTER, CONCRETE | | | 0050 605-06145 548.000 m | 54.55000 29893.40| 48.92000 26808.16| 65.28000 35773.44 CURB AND GUTTER, B, CONCRETE MOUNTABLE | | | 0051 605-94811 5.000 EACH| 500.00000 2500.00| 1779.22000 8896.10| 335.28000 1676.40 CURB TURNOUT | | | 0052 605-96305 759.000 m | 51.90000 39392.10| 45.64000 34640.76| 62.04000 47088.36 CURB AND GUTTER, CONCRETE, DEPRESSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 607-06335 2.000 m | 545.82000 1091.64| 2380.88000 4761.76| 706.00000 1412.00 PAVED SIDE DITCH, A | | | 0054 610-05527 423.000 Mg | 55.00000 23265.00| 100.00000 42300.00| 59.40000 25126.20 HMA FOR APPROACHES | | | 0055 611-05330 2474.000 m2 | 43.64000 107965.36| 49.16000 121621.84| 38.16000 94407.84 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0056 615-06505 9.000 EACH| 422.00000 3798.00| 430.61000 3875.49| 455.76000 4101.84 MONUMENT, B | | | 0057 616-02320 383.000 m2 | 2.50000 957.50| 3.21000 1229.43| 1.85000 708.55 GEOTEXTILES | | | 0058 616-05688 406.000 Mg | 36.00000 14616.00| 37.97000 15415.82| 30.50000 12383.00 RIPRAP, CLASS 1 | | | 0059 616-06405 1.000 Mg | 450.00000 450.00| 248.48000 248.48| 62.50000 62.50 RIPRAP, REVETMENT | | | 0060 621-01004 2.000 EACH| 150.00000 300.00| 153.06000 306.12| 162.00000 324.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-01882 52.000 kg | 8.20000 426.40| 8.37000 435.24| 8.86000 460.72 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0062 621-02770 13400.000 m2 | 1.30000 17420.00| 1.33000 17822.00| 1.40000 18760.00 EROSION CONTROL BLANKET | | | 0063 621-06545 1.000 Mg | 368.00000 368.00| 375.51000 375.51| 397.44000 397.44 FERTILIZER | | | 0064 621-06567 209.000 kL | 2.00000 418.00| 2.04000 426.36| 2.16000 451.44 WATER | | | 0065 621-06575 11596.000 m2 | 4.35000 50442.60| 2.86000 33164.56| 3.02000 35019.92 SODDING, NURSERY | | | 0066 622-05650 5.000 EACH| 320.00000 1600.00| 326.53000 1632.65| 345.60000 1728.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0067 702-51005 172.000 m3 | 593.26000 102040.72| 747.55000 128578.60| 593.26000 102040.72 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 108.000 m3 | 326.73000 35286.84| 438.57000 47365.56| 326.73000 35286.84 CONCRETE, B, FOOTINGS | | | 0069 702-51863 176.000 EACH| 8.00000 1408.00| 7.26000 1277.76| 8.00000 1408.00 FIELD DRILLED HOLE IN CONCRETE | | | 0070 703-96177 16499.000 kg | 1.96000 32338.04| 1.91000 31513.09| 1.88000 31018.12 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0071 715-05048 2657.000 m | 11.00000 29227.00| 9.90000 26304.30| 9.74000 25879.18 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05149 1203.000 m | 93.00000 111879.00| 88.96000 107018.88| 81.73000 98321.19 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0073 715-05151 842.000 m | 100.00000 84200.00| 95.43000 80352.06| 94.37000 79459.54 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 72.000 m | 135.00000 9720.00| 112.03000 8066.16| 110.38000 7947.36 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05153 5.000 m | 149.00000 745.00| 362.14000 1810.70| 223.46000 1117.30 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0076 715-05154 221.000 m | 200.00000 44200.00| 141.38000 31244.98| 147.19000 32528.99 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05155 42.000 m | 180.00000 7560.00| 162.88000 6840.96| 175.95000 7389.90 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0078 715-05156 61.000 m | 230.00000 14030.00| 167.83000 10237.63| 217.25000 13252.25 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0079 715-05161 2.000 m | 780.00000 1560.00| 671.46000 1342.92| 634.47000 1268.94 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 42.000 m | 50.00000 2100.00| 52.36000 2199.12| 55.18000 2317.56 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05217 10.000 m | 169.00000 1690.00| 192.51000 1925.10| 176.93000 1769.30 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0082 715-05350 26.000 m | 825.00000 21450.00| 712.12000 18515.12| 643.73000 16736.98 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0083 715-46000 1.000 EACH| 575.00000 575.00| 292.62000 292.62| 208.73000 208.73 PIPE END SECTION, 300 mm | | | 0084 715-46005 1.000 EACH| 600.00000 600.00| 349.72000 349.72| 285.50000 285.50 PIPE END SECTION, 375 mm | | | 0085 715-46020 2.000 EACH| 750.00000 1500.00| 545.00000 1090.00| 554.75000 1109.50 PIPE END SECTION, 600 mm | | | 0086 715-46025 1.000 EACH| 825.00000 825.00| 1147.11000 1147.11| 644.25000 644.25 PIPE END SECTION, 675 mm | | | 0087 715-91361 26.000 m | 94.00000 2444.00| 68.14000 1771.64| 45.39000 1180.14 PIPE, PVC, 150 mm | | | 0088 718-06532 1000.000 m | 3.30000 3300.00| 3.37000 3370.00| 3.56000 3560.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 525.000 m3 | 36.40000 19110.00| 37.14000 19498.50| 39.31000 20637.75 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 7467.000 m2 | 1.70000 12693.90| 1.73000 12917.91| 1.84000 13739.28 GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-03533 1.000 EACH| 2300.00000 2300.00| 2401.35000 2401.35| 2117.28000 2117.28 CATCH BASIN, J13 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 720-44000 4.000 EACH| 350.00000 1400.00| 437.32000 1749.28| 588.75000 2355.00 CASTING, ADJUST TO GRADE | | | 0093 720-45030 3.000 EACH| 1050.00000 3150.00| 1044.79000 3134.37| 1094.52000 3283.56 INLET, E7 | | | 0094 720-45035 4.000 EACH| 1050.00000 4200.00| 1092.09000 4368.36| 1157.02000 4628.08 INLET, F7 | | | 0095 720-45040 14.000 EACH| 1400.00000 19600.00| 1092.09000 15289.26| 1959.18000 27428.52 INLET, G7 | | | 0096 720-45045 3.000 EACH| 1200.00000 3600.00| 1347.72000 4043.16| 1127.01000 3381.03 INLET, J10 | | | 0097 720-45055 5.000 EACH| 1300.00000 6500.00| 1428.81000 7144.05| 1198.76000 5993.80 INLET, M10 | | | 0098 720-45145 30.000 EACH| 1200.00000 36000.00| 1331.72000 39951.60| 1263.80000 37914.00 INLET, J10, MODIFIED | | | 0099 720-45155 1.000 EACH| 1200.00000 1200.00| 1331.73000 1331.73| 1355.08000 1355.08 INLET, M10, MODIFIED | | | 0100 720-45240 7.000 EACH| 2200.00000 15400.00| 1758.88000 12312.16| 2279.94000 15959.58 CATCH BASIN, J10 | | | 0101 720-45250 1.000 EACH| 1800.00000 1800.00| 1553.31000 1553.31| 1536.81000 1536.81 CATCH BASIN, K10 | | | 0102 720-45410 9.000 EACH| 2400.00000 21600.00| 1676.65000 15089.85| 1926.36000 17337.24 MANHOLE, C4 | | | 0103 720-45415 4.000 EACH| 3000.00000 12000.00| 2038.19000 8152.76| 3657.72000 14630.88 MANHOLE, D4 | | | 0104 720-90903 2.000 EACH| 1500.00000 3000.00| 1092.09000 2184.18| 1436.37000 2872.74 INLET, F2 | | | 0105 720-90984 2.000 EACH| 2200.00000 4400.00| 1676.66000 3353.32| 2612.64000 5225.28 MANHOLE, C2 | | | 0106 720-91250 2.000 EACH| 1500.00000 3000.00| 1044.79000 2089.58| 1337.99000 2675.98 INLET, E2 | | | 0107 720-96030 1.000 EACH| 56200.39000 56200.39| 50145.84000 50145.84| 45473.05000 45473.05 MANHOLE, MODIFIED | | | 0108 801-06203 6000.000 m | 0.62000 3720.00| 0.43000 2580.00| 0.45000 2700.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0109 801-06207 23800.000 m | 2.45000 58310.00| 2.51000 59738.00| 2.97000 70686.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0110 801-06218 94.000 m | 13.75000 1292.50| 14.80000 1391.20| 21.60000 2030.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0111 801-06469 225.000 m | 5.50000 1237.50| 5.00000 1125.00| 7.02000 1579.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 801-06640 40.000 EACH| 179.00000 7160.00| 153.06000 6122.40| 243.00000 9720.00 CONSTRUCTION SIGN, A | | | 0113 801-06710 540.000 DAY | 12.00000 6480.00| 14.29000 7716.60| 12.96000 6998.40 FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 60000.00000 60000.00| 119583.39000 119583.39| 83381.85000 83381.85 MAINTAINING TRAFFIC | | | 0115 801-07119 96.000 m | 48.00000 4608.00| 27.55000 2644.80| 15.12000 1451.52 BARRICADE, III-B | | | 0116 802-05701 138.000 m | 35.00000 4830.00| 52.63000 7262.94| 31.32000 4322.16 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 25.000 m | 20.00000 500.00| 48.14000 1203.50| 32.40000 810.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-76025 22.000 m2 | 150.00000 3300.00| 226.32000 4979.04| 183.60000 4039.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0119 802-76035 2.000 m2 | 140.00000 280.00| 255.80000 511.60| 199.80000 399.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0120 802-76040 10.000 m2 | 210.00000 2100.00| 288.06000 2880.60| 280.80000 2808.00 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0121 805-01815 8.000 EACH| 1200.00000 9600.00| 1881.30000 15050.40| 2122.20000 16977.60 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 20.000 EACH| 700.00000 14000.00| 728.12000 14562.40| 820.80000 16416.00 HANDHOLE, SIGNAL | | | 0123 805-01844 1035.000 m | 40.00000 41400.00| 42.63000 44122.05| 35.64000 36887.40 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0124 805-02087 LUMP| 150.00000 150.00| 894.70000 894.70| 432.00000 432.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-78109 2.000 EACH| 12500.00000 25000.00| 10744.88000 21489.76| 11296.80000 22593.60 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0126 805-78205 16.000 EACH| 625.00000 10000.00| 616.61000 9865.76| 734.40000 11750.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78415 8.000 EACH| 800.00000 6400.00| 1086.85000 8694.80| 1188.00000 9504.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-78420 8.000 EACH| 220.00000 1760.00| 171.57000 1372.56| 226.80000 1814.40 DISCONNECT HANGER | | | 0129 805-78445 2.000 EACH| 600.00000 1200.00| 531.94000 1063.88| 486.00000 972.00 SIGNAL SERVICE | | | 0130 805-78465 60.000 m | 2.50000 150.00| 3.53000 211.80| 4.97000 298.20 SIGNAL CABLE, 2C 8GA. | | | 0131 805-78470 1984.000 m | 0.35000 694.40| 1.23000 2440.32| 1.08000 2142.72 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0132 805-78485 123.000 m | 3.80000 467.40| 3.02000 371.46| 3.67000 451.41 SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 123.000 m | 4.00000 492.00| 3.19000 392.37| 3.89000 478.47 SIGNAL CABLE, 7C 14GA. | | | 0134 805-78500 355.000 m | 5.00000 1775.00| 3.92000 1391.60| 4.97000 1764.35 SIGNAL CABLE, 11C 14GA. | | | 0135 805-78510 1902.000 m | 2.35000 4469.70| 1.90000 3613.80| 2.38000 4526.76 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 19.000 EACH| 550.00000 10450.00| 669.39000 12718.41| 799.20000 15184.80 SIGNAL DETECTOR HOUSING | | | 0137 805-78795 738.000 m | 12.00000 8856.00| 17.40000 12841.20| 25.92000 19128.96 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 2.000 EACH| 600.00000 1200.00| 906.97000 1813.94| 1026.00000 2052.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-81032 8.000 EACH| 3500.00000 28000.00| 2659.08000 21272.64| 3056.40000 24451.20 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0140 805-92504 12.000 EACH| 185.00000 2220.00| 157.10000 1885.20| 275.40000 3304.80 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0141 808-06701 1020.000 m | 0.82000 836.40| 0.92000 938.40| 1.35000 1377.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 420.000 m | 0.82000 344.40| 0.97000 407.40| 1.24000 520.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06716 100.000 m | 5.00000 500.00| 5.10000 510.00| 16.20000 1620.00 LINE, REMOVE | | | 0144 808-75245 4836.000 m | 0.82000 3965.52| 0.91000 4400.76| 1.07000 5174.52 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0145 808-75260 205.000 m | 5.50000 1127.50| 6.63000 1359.15| 4.59000 940.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0146 808-75297 110.000 m | 10.75000 1182.50| 13.27000 1459.70| 11.61000 1277.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 808-75300 88.000 m | 2.85000 250.80| 4.08000 359.04| 3.51000 308.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0148 808-75320 10.000 EACH| 50.00000 500.00| 76.53000 765.30| 63.72000 637.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 9.000 EACH| 60.00000 540.00| 110.20000 991.80| 135.00000 1215.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-75998 242.000 EACH| 27.70000 6703.40| 23.47000 5679.74| 29.92000 7240.64 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,161,347.26| $ 3,367,100.00| $ 3,371,546.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,161,347.26| $ 3,367,100.00| $ 3,371,546.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, 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| 60000.00000 60000.00| 64900.00000 64900.00| 53000.00000 53000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2500.00000 37500.00| 1021.18000 15317.70| 2600.00000 39000.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 142977.43000 142977.43| 146377.00000 146377.00| 182500.00000 182500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 28000.00000 28000.00| 20614.40000 20614.40| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 504.000 m | 7.70000 3880.80| 8.20000 4132.80| 8.00000 4032.00 GUARDRAIL, REMOVE | | | 0008 202-02278 691.000 m | 21.00000 14511.00| 14.05000 9708.55| 20.00000 13820.00 CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 7800.00000 7800.00| 15000.06000 15000.06| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 267.000 m2 | 12.00000 3204.00| 5.75000 1535.25| 22.00000 5874.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-78515 LUMP| 500.00000 500.00| 1100.00000 1100.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 1.000 EACH| 450.00000 450.00| 330.28000 330.28| 275.00000 275.00 INLET, REMOVE | | | 0013 202-93741 6.000 EACH| 500.00000 3000.00| 220.00000 1320.00| 200.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 202-96133 140.000 m | 58.00000 8120.00| 28.92000 4048.80| 35.00000 4900.00 PIPE, REMOVE | | | 0015 203-02000 7997.000 m3 | 28.00000 223916.00| 20.10000 160739.70| 27.00000 215919.00 EXCAVATION, COMMON | | | 0016 203-02070 3092.000 m3 | 17.00000 52564.00| 15.60000 48235.20| 27.00000 83484.00 BORROW | | | 0017 203-51223 371.000 m3 | 45.00000 16695.00| 19.83000 7356.93| 9.00000 3339.00 EXCAVATION, WATERWAY | | | 0018 205-02231 40.000 m | 50.00000 2000.00| 106.88000 4275.20| 35.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-06932 12.000 m | 30.00000 360.00| 32.45000 389.40| 29.50000 354.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06933 28.000 EACH| 56.00000 1568.00| 59.40000 1663.20| 54.00000 1512.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 622.000 m | 5.30000 3296.60| 5.61000 3489.42| 5.10000 3172.20 TEMPORARY SILT FENCE | | | 0022 206-51220 310.000 m3 | 170.00000 52700.00| 38.56000 11953.60| 94.85000 29403.50 EXCAVATION, WET | | | 0023 207-07498 14804.000 m2 | 6.30000 93265.20| 9.32000 137973.28| 8.00000 118432.00 SUBGRADE TREATMENT, TYPE A | | | 0024 211-02060 1510.000 m3 | 17.00000 25670.00| 24.78000 37417.80| 20.00000 30200.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-07454 393.000 m3 | 43.00000 16899.00| 30.32000 11915.76| 30.21000 11872.53 STRUCTURE BACKFILL | | | 0026 303-07662 1.000 Mg | 225.00000 225.00| 253.00000 253.00| 200.00000 200.00 STONE | | | 0027 303-52308 1815.000 Mg | 22.00000 39930.00| 21.74000 39458.10| 28.00000 50820.00 COMPACTED AGGREGATE, O, 53 | | | 0028 305-05204 48.000 Mg | 115.00000 5520.00| 121.00000 5808.00| 140.00000 6720.00 HMA FOR PATCHING | | | 0029 306-08033 16610.000 m2 | 1.00000 16610.00| 0.94000 15613.40| 1.12000 18603.20 MILLING, ASPHALT, 25 mm | | | 0030 401-07334 2722.000 Mg | 57.00000 155154.00| 69.30000 188634.60| 54.00000 146988.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 6277.000 Mg | 37.00000 232249.00| 48.40000 303806.80| 36.00000 225972.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 5299.000 Mg | 41.00000 217259.00| 39.60000 209840.40| 37.00000 196063.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 401-07413 3273.000 Mg | 43.00000 140739.00| 42.90000 140411.70| 37.00000 121101.00 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0034 401-07429 5082.000 Mg | 41.00000 208362.00| 47.30000 240378.60| 39.00000 198198.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0035 402-07441 466.000 Mg | 65.00000 30290.00| 55.00000 25630.00| 65.00000 30290.00 HMA BASE, TYPE B | | | 0036 405-05517 3.000 Mg | 250.00000 750.00| 792.00000 2376.00| 1000.00000 3000.00 ASPHALT FOR PRIME COAT | | | 0037 406-05520 23.000 Mg | 200.00000 4600.00| 236.50000 5439.50| 202.00000 4646.00 ASPHALT FOR TACK COAT | | | 0038 601-01704 3.000 EACH| 1750.00000 5250.00| 1881.00000 5643.00| 1700.00000 5100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0039 601-03578 1.000 EACH| 1325.00000 1325.00| 1435.50000 1435.50| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-04746 1.000 EACH| 6200.00000 6200.00| 6710.00000 6710.00| 5400.00000 5400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-05999 1.000 EACH| 43.00000 43.00| 46.20000 46.20| 50.00000 50.00 CURVED TERMINAL END | | | 0042 601-06035 373.000 m | 18.50000 6900.50| 19.80000 7385.40| 20.00000 7460.00 GUARDRAIL, RESET | | | 0043 601-94689 1.000 EACH| 2200.00000 2200.00| 2337.50000 2337.50| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 150.000 m | 48.00000 7200.00| 50.88000 7632.00| 42.00000 6300.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 602-06646 194.000 m | 90.00000 17460.00| 106.17000 20596.98| 59.40000 11523.60 TEMPORARY CONCRETE BARRIER | | | 0046 604-07894 64.200 m2 | 90.00000 5778.00| 186.31000 11961.10| 110.00000 7062.00 CURB RAMP, CONCRETE, A | | | 0047 604-91531 208.000 m2 | 37.00000 7696.00| 41.35000 8600.80| 30.00000 6240.00 SIDEWALK, CONCRETE, 100 mm | | | 0048 605-06120 114.000 m | 80.00000 9120.00| 69.63000 7937.82| 64.00000 7296.00 CURB, CONCRETE | | | 0049 605-06140 1614.000 m | 35.00000 56490.00| 37.66000 60783.24| 55.17000 89044.38 CURB AND GUTTER, CONCRETE | | | 0050 605-06145 548.000 m | 35.00000 19180.00| 37.94000 20791.12| 44.88000 24594.24 CURB AND GUTTER, B, CONCRETE MOUNTABLE | | | 0051 605-94811 5.000 EACH| 1000.00000 5000.00| 521.88000 2609.40| 688.14000 3440.70 CURB TURNOUT | | | 0052 605-96305 759.000 m | 44.00000 33396.00| 55.94000 42458.46| 54.22000 41152.98 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0053 607-06335 2.000 m | 300.00000 600.00| 258.55000 517.10| 500.00000 1000.00 PAVED SIDE DITCH, A | | | 0054 610-05527 423.000 Mg | 85.00000 35955.00| 112.20000 47460.60| 115.00000 48645.00 HMA FOR APPROACHES | | | 0055 611-05330 2474.000 m2 | 47.00000 116278.00| 35.80000 88569.20| 39.00000 96486.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0056 615-06505 9.000 EACH| 430.00000 3870.00| 464.20000 4177.80| 450.00000 4050.00 MONUMENT, B | | | 0057 616-02320 383.000 m2 | 4.50000 1723.50| 2.88000 1103.04| 1.85000 708.55 GEOTEXTILES | | | 0058 616-05688 406.000 Mg | 47.00000 19082.00| 37.29000 15139.74| 30.50000 12383.00 RIPRAP, CLASS 1 | | | 0059 616-06405 1.000 Mg | 240.00000 240.00| 29.04000 29.04| 200.00000 200.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-01004 2.000 EACH| 150.00000 300.00| 165.00000 330.00| 150.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-01882 52.000 kg | 8.50000 442.00| 9.02000 469.04| 8.20000 426.40 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0062 621-02770 13400.000 m2 | 1.30000 17420.00| 1.43000 19162.00| 1.30000 17420.00 EROSION CONTROL BLANKET | | | 0063 621-06545 1.000 Mg | 380.00000 380.00| 404.80000 404.80| 368.00000 368.00 FERTILIZER | | | 0064 621-06567 209.000 kL | 2.00000 418.00| 2.20000 459.80| 2.00000 418.00 WATER | | | 0065 621-06575 11596.000 m2 | 2.90000 33628.40| 3.08000 35715.68| 2.80000 32468.80 SODDING, NURSERY | | | 0066 622-05650 5.000 EACH| 330.00000 1650.00| 352.00000 1760.00| 320.00000 1600.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0067 702-51005 172.000 m3 | 760.00000 130720.00| 1130.60000 194463.20| 593.26000 102040.72 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 108.000 m3 | 660.00000 71280.00| 949.94000 102593.52| 326.73000 35286.84 CONCRETE, B, FOOTINGS | | | 0069 702-51863 176.000 EACH| 22.00000 3872.00| 9.97000 1754.72| 8.00000 1408.00 FIELD DRILLED HOLE IN CONCRETE | | | 0070 703-96177 16499.000 kg | 1.80000 29698.20| 3.10000 51146.90| 1.96000 32338.04 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0071 715-05048 2657.000 m | 9.30000 24710.10| 8.99000 23886.43| 17.00000 45169.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05149 1203.000 m | 87.00000 104661.00| 67.01000 80613.03| 125.00000 150375.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0073 715-05151 842.000 m | 93.00000 78306.00| 80.72000 67966.24| 145.00000 122090.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 72.000 m | 150.00000 10800.00| 101.83000 7331.76| 150.00000 10800.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05153 5.000 m | 240.00000 1200.00| 210.38000 1051.90| 165.00000 825.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0076 715-05154 221.000 m | 160.00000 35360.00| 122.93000 27167.53| 170.00000 37570.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05155 42.000 m | 180.00000 7560.00| 136.87000 5748.54| 180.00000 7560.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0078 715-05156 61.000 m | 190.00000 11590.00| 151.67000 9251.87| 200.00000 12200.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-05161 2.000 m | 700.00000 1400.00| 1314.70000 2629.40| 650.00000 1300.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 42.000 m | 56.00000 2352.00| 34.54000 1450.68| 100.00000 4200.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05217 10.000 m | 260.00000 2600.00| 94.89000 948.90| 180.00000 1800.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0082 715-05350 26.000 m | 950.00000 24700.00| 674.55000 17538.30| 1000.00000 26000.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0083 715-46000 1.000 EACH| 310.00000 310.00| 223.31000 223.31| 450.00000 450.00 PIPE END SECTION, 300 mm | | | 0084 715-46005 1.000 EACH| 330.00000 330.00| 234.31000 234.31| 475.00000 475.00 PIPE END SECTION, 375 mm | | | 0085 715-46020 2.000 EACH| 450.00000 900.00| 367.97000 735.94| 700.00000 1400.00 PIPE END SECTION, 600 mm | | | 0086 715-46025 1.000 EACH| 580.00000 580.00| 454.31000 454.31| 1200.00000 1200.00 PIPE END SECTION, 675 mm | | | 0087 715-91361 26.000 m | 62.00000 1612.00| 100.10000 2602.60| 80.00000 2080.00 PIPE, PVC, 150 mm | | | 0088 718-06532 1000.000 m | 3.10000 3100.00| 3.30000 3300.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 525.000 m3 | 37.00000 19425.00| 55.60000 29190.00| 50.00000 26250.00 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 7467.000 m2 | 1.80000 13440.60| 0.94000 7018.98| 1.50000 11200.50 GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-03533 1.000 EACH| 2100.00000 2100.00| 1738.34000 1738.34| 3000.00000 3000.00 CATCH BASIN, J13 , MODIFIED | | | 0092 720-44000 4.000 EACH| 450.00000 1800.00| 424.62000 1698.48| 500.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0093 720-45030 3.000 EACH| 1100.00000 3300.00| 769.47000 2308.41| 1600.00000 4800.00 INLET, E7 | | | 0094 720-45035 4.000 EACH| 1200.00000 4800.00| 796.97000 3187.88| 1400.00000 5600.00 INLET, F7 | | | 0095 720-45040 14.000 EACH| 1800.00000 25200.00| 989.47000 13852.58| 2000.00000 28000.00 INLET, G7 | | | 0096 720-45045 3.000 EACH| 1300.00000 3900.00| 1152.22000 3456.66| 1800.00000 5400.00 INLET, J10 | | | 0097 720-45055 5.000 EACH| 1400.00000 7000.00| 1256.31000 6281.55| 1950.00000 9750.00 INLET, M10 | | | 0098 720-45145 30.000 EACH| 1300.00000 39000.00| 1152.22000 34566.60| 1850.00000 55500.00 INLET, J10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 720-45155 1.000 EACH| 1400.00000 1400.00| 1264.24000 1264.24| 1850.00000 1850.00 INLET, M10, MODIFIED | | | 0100 720-45240 7.000 EACH| 1900.00000 13300.00| 1587.79000 11114.53| 3000.00000 21000.00 CATCH BASIN, J10 | | | 0101 720-45250 1.000 EACH| 1500.00000 1500.00| 1489.74000 1489.74| 2850.00000 2850.00 CATCH BASIN, K10 | | | 0102 720-45410 9.000 EACH| 2100.00000 18900.00| 1235.32000 11117.88| 2700.00000 24300.00 MANHOLE, C4 | | | 0103 720-45415 4.000 EACH| 2500.00000 10000.00| 1766.55000 7066.20| 3000.00000 12000.00 MANHOLE, D4 | | | 0104 720-90903 2.000 EACH| 1500.00000 3000.00| 1083.27000 2166.54| 2000.00000 4000.00 INLET, F2 | | | 0105 720-90984 2.000 EACH| 2300.00000 4600.00| 1617.06000 3234.12| 3000.00000 6000.00 MANHOLE, C2 | | | 0106 720-91250 2.000 EACH| 1400.00000 2800.00| 1055.77000 2111.54| 2000.00000 4000.00 INLET, E2 | | | 0107 720-96030 1.000 EACH| 35000.00000 35000.00| 25281.99000 25281.99| 45473.05000 45473.05 MANHOLE, MODIFIED | | | 0108 801-06203 6000.000 m | 0.43000 2580.00| 0.46000 2760.00| 0.42000 2520.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0109 801-06207 23800.000 m | 2.50000 59500.00| 2.71000 64498.00| 2.46000 58548.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0110 801-06218 94.000 m | 15.00000 1410.00| 15.95000 1499.30| 14.50000 1363.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0111 801-06469 225.000 m | 5.10000 1147.50| 5.39000 1212.75| 4.90000 1102.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0112 801-06640 40.000 EACH| 155.00000 6200.00| 165.00000 6600.00| 150.00000 6000.00 CONSTRUCTION SIGN, A | | | 0113 801-06710 540.000 DAY | 15.00000 8100.00| 15.40000 8316.00| 14.00000 7560.00 FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 75000.00000 75000.00| 113505.20000 113505.20| 146525.23000 146525.23 MAINTAINING TRAFFIC | | | 0115 801-07119 96.000 m | 28.00000 2688.00| 29.70000 2851.20| 27.00000 2592.00 BARRICADE, III-B | | | 0116 802-05701 138.000 m | 53.00000 7314.00| 38.50000 5313.00| 35.00000 4830.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 25.000 m | 49.00000 1225.00| 22.00000 550.00| 20.00000 500.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 802-76025 22.000 m2 | 230.00000 5060.00| 165.00000 3630.00| 150.00000 3300.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0119 802-76035 2.000 m2 | 260.00000 520.00| 154.00000 308.00| 140.00000 280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0120 802-76040 10.000 m2 | 290.00000 2900.00| 231.00000 2310.00| 210.00000 2100.00 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0121 805-01815 8.000 EACH| 1900.00000 15200.00| 1320.00000 10560.00| 1200.00000 9600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 20.000 EACH| 730.00000 14600.00| 770.00000 15400.00| 700.00000 14000.00 HANDHOLE, SIGNAL | | | 0123 805-01844 1035.000 m | 42.00000 43470.00| 44.00000 45540.00| 40.00000 41400.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0124 805-02087 LUMP| 900.00000 900.00| 165.00000 165.00| 150.00000 150.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-78109 2.000 EACH| 10950.00000 21900.00| 13750.00000 27500.00| 12500.00000 25000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0126 805-78205 16.000 EACH| 620.00000 9920.00| 687.50000 11000.00| 625.00000 10000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78415 8.000 EACH| 1100.00000 8800.00| 880.00000 7040.00| 800.00000 6400.00 SPAN, CATENARY, AND TETHER | | | 0128 805-78420 8.000 EACH| 170.00000 1360.00| 242.00000 1936.00| 220.00000 1760.00 DISCONNECT HANGER | | | 0129 805-78445 2.000 EACH| 540.00000 1080.00| 660.00000 1320.00| 600.00000 1200.00 SIGNAL SERVICE | | | 0130 805-78465 60.000 m | 3.60000 216.00| 2.75000 165.00| 2.50000 150.00 SIGNAL CABLE, 2C 8GA. | | | 0131 805-78470 1984.000 m | 1.25000 2480.00| 0.39000 773.76| 0.35000 694.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0132 805-78485 123.000 m | 3.05000 375.15| 4.18000 514.14| 3.80000 467.40 SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 123.000 m | 3.20000 393.60| 4.40000 541.20| 4.00000 492.00 SIGNAL CABLE, 7C 14GA. | | | 0134 805-78500 355.000 m | 3.90000 1384.50| 5.50000 1952.50| 5.00000 1775.00 SIGNAL CABLE, 11C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1357381 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78510 1902.000 m | 1.90000 3613.80| 2.59000 4926.18| 2.35000 4469.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 19.000 EACH| 680.00000 12920.00| 605.00000 11495.00| 550.00000 10450.00 SIGNAL DETECTOR HOUSING | | | 0137 805-78795 738.000 m | 17.75000 13099.50| 13.20000 9741.60| 12.00000 8856.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 2.000 EACH| 920.00000 1840.00| 660.00000 1320.00| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-81032 8.000 EACH| 2700.00000 21600.00| 3850.00000 30800.00| 3500.00000 28000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0140 805-92504 12.000 EACH| 160.00000 1920.00| 203.50000 2442.00| 185.00000 2220.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0141 808-06701 1020.000 m | 0.93000 948.60| 0.99000 1009.80| 0.90000 918.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 420.000 m | 0.98000 411.60| 1.05000 441.00| 0.95000 399.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06716 100.000 m | 5.20000 520.00| 5.50000 550.00| 5.00000 500.00 LINE, REMOVE | | | 0144 808-75245 4836.000 m | 0.92000 4449.12| 0.98000 4739.28| 0.89000 4304.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0145 808-75260 205.000 m | 6.70000 1373.50| 7.15000 1465.75| 6.50000 1332.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0146 808-75297 110.000 m | 13.20000 1452.00| 14.30000 1573.00| 13.00000 1430.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0147 808-75300 88.000 m | 4.10000 360.80| 4.40000 387.20| 4.00000 352.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0148 808-75320 10.000 EACH| 77.00000 770.00| 82.50000 825.00| 75.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 9.000 EACH| 110.00000 990.00| 118.80000 1069.20| 108.00000 972.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-75998 242.000 EACH| 24.00000 5808.00| 25.30000 6122.60| 23.00000 5566.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,391,700.00| $ 3,497,581.10| $ 3,650,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,391,700.00| $ 3,497,581.10| $ 3,650,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 80000.00000 80000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 1750.00000 26250.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 180000.00000 180000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 104000.00000 104000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 504.000 m | 8.00000 4032.00| | GUARDRAIL, REMOVE | | | 0008 202-02278 691.000 m | 25.00000 17275.00| | CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 267.000 m2 | 25.00000 6675.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-78515 LUMP| 2250.00000 2250.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 1.000 EACH| 250.00000 250.00| | INLET, REMOVE | | | 0013 202-93741 6.000 EACH| 135.00000 810.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0014 202-96133 140.000 m | 34.00000 4760.00| | PIPE, REMOVE | | | 0015 203-02000 7997.000 m3 | 27.00000 215919.00| | EXCAVATION, COMMON | | | 0016 203-02070 3092.000 m3 | 28.00000 86576.00| | BORROW | | | 0017 203-51223 371.000 m3 | 20.00000 7420.00| | EXCAVATION, WATERWAY | | | 0018 205-02231 40.000 m | 35.00000 1400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-06932 12.000 m | 31.00000 372.00| | TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06933 28.000 EACH| 56.00000 1568.00| | TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 622.000 m | 5.50000 3421.00| | TEMPORARY SILT FENCE | | | 0022 206-51220 310.000 m3 | 135.00000 41850.00| | EXCAVATION, WET | | | 0023 207-07498 14804.000 m2 | 7.00000 103628.00| | SUBGRADE TREATMENT, TYPE A | | | 0024 211-02060 1510.000 m3 | 20.00000 30200.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-07454 393.000 m3 | 20.00000 7860.00| | STRUCTURE BACKFILL | | | 0026 303-07662 1.000 Mg | 100.00000 100.00| | STONE | | | 0027 303-52308 1815.000 Mg | 35.00000 63525.00| | COMPACTED AGGREGATE, O, 53 | | | 0028 305-05204 48.000 Mg | 150.00000 7200.00| | HMA FOR PATCHING | | | 0029 306-08033 16610.000 m2 | 1.00000 16610.00| | MILLING, ASPHALT, 25 mm | | | 0030 401-07334 2722.000 Mg | 56.00000 152432.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 6277.000 Mg | 38.00000 238526.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 5299.000 Mg | 39.00000 206661.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 401-07413 3273.000 Mg | 39.00000 127647.00| | QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0034 401-07429 5082.000 Mg | 41.00000 208362.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0035 402-07441 466.000 Mg | 67.00000 31222.00| | HMA BASE, TYPE B | | | 0036 405-05517 3.000 Mg | 1100.00000 3300.00| | ASPHALT FOR PRIME COAT | | | 0037 406-05520 23.000 Mg | 210.00000 4830.00| | ASPHALT FOR TACK COAT | | | 0038 601-01704 3.000 EACH| 1800.00000 5400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0039 601-03578 1.000 EACH| 1350.00000 1350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-04746 1.000 EACH| 5000.00000 5000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-05999 1.000 EACH| 44.00000 44.00| | CURVED TERMINAL END | | | 0042 601-06035 373.000 m | 19.00000 7087.00| | GUARDRAIL, RESET | | | 0043 601-94689 1.000 EACH| 2250.00000 2250.00| | GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 150.000 m | 48.00000 7200.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 602-06646 194.000 m | 100.00000 19400.00| | TEMPORARY CONCRETE BARRIER | | | 0046 604-07894 64.200 m2 | 100.00000 6420.00| | CURB RAMP, CONCRETE, A | | | 0047 604-91531 208.000 m2 | 60.00000 12480.00| | SIDEWALK, CONCRETE, 100 mm | | | 0048 605-06120 114.000 m | 85.00000 9690.00| | CURB, CONCRETE | | | 0049 605-06140 1614.000 m | 67.00000 108138.00| | CURB AND GUTTER, CONCRETE | | | 0050 605-06145 548.000 m | 75.00000 41100.00| | CURB AND GUTTER, B, CONCRETE MOUNTABLE | | | 0051 605-94811 5.000 EACH| 600.00000 3000.00| | CURB TURNOUT | | | 0052 605-96305 759.000 m | 65.00000 49335.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0053 607-06335 2.000 m | 200.00000 400.00| | PAVED SIDE DITCH, A | | | 0054 610-05527 423.000 Mg | 125.00000 52875.00| | HMA FOR APPROACHES | | | 0055 611-05330 2474.000 m2 | 47.00000 116278.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0056 615-06505 9.000 EACH| 450.00000 4050.00| | MONUMENT, B | | | 0057 616-02320 383.000 m2 | 3.00000 1149.00| | GEOTEXTILES | | | 0058 616-05688 406.000 Mg | 40.00000 16240.00| | RIPRAP, CLASS 1 | | | 0059 616-06405 1.000 Mg | 100.00000 100.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-01004 2.000 EACH| 165.00000 330.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-01882 52.000 kg | 8.50000 442.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0062 621-02770 13400.000 m2 | 1.35000 18090.00| | EROSION CONTROL BLANKET | | | 0063 621-06545 1.000 Mg | 380.00000 380.00| | FERTILIZER | | | 0064 621-06567 209.000 kL | 2.00000 418.00| | WATER | | | 0065 621-06575 11596.000 m2 | 3.00000 34788.00| | SODDING, NURSERY | | | 0066 622-05650 5.000 EACH| 350.00000 1750.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0067 702-51005 172.000 m3 | 750.00000 129000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 108.000 m3 | 300.00000 32400.00| | CONCRETE, B, FOOTINGS | | | 0069 702-51863 176.000 EACH| 13.00000 2288.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0070 703-96177 16499.000 kg | 2.25000 37122.75| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0071 715-05048 2657.000 m | 15.00000 39855.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05149 1203.000 m | 105.00000 126315.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0073 715-05151 842.000 m | 120.00000 101040.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 72.000 m | 135.00000 9720.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05153 5.000 m | 150.00000 750.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0076 715-05154 221.000 m | 155.00000 34255.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05155 42.000 m | 165.00000 6930.00| | PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0078 715-05156 61.000 m | 185.00000 11285.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-05161 2.000 m | 750.00000 1500.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 42.000 m | 95.00000 3990.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05217 10.000 m | 165.00000 1650.00| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0082 715-05350 26.000 m | 950.00000 24700.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0083 715-46000 1.000 EACH| 500.00000 500.00| | PIPE END SECTION, 300 mm | | | 0084 715-46005 1.000 EACH| 500.00000 500.00| | PIPE END SECTION, 375 mm | | | 0085 715-46020 2.000 EACH| 950.00000 1900.00| | PIPE END SECTION, 600 mm | | | 0086 715-46025 1.000 EACH| 1200.00000 1200.00| | PIPE END SECTION, 675 mm | | | 0087 715-91361 26.000 m | 75.00000 1950.00| | PIPE, PVC, 150 mm | | | 0088 718-06532 1000.000 m | 3.25000 3250.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 525.000 m3 | 55.00000 28875.00| | AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 7467.000 m2 | 1.65000 12320.55| | GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-03533 1.000 EACH| 2700.00000 2700.00| | CATCH BASIN, J13 , MODIFIED | | | 0092 720-44000 4.000 EACH| 450.00000 1800.00| | CASTING, ADJUST TO GRADE | | | 0093 720-45030 3.000 EACH| 1400.00000 4200.00| | INLET, E7 | | | 0094 720-45035 4.000 EACH| 1200.00000 4800.00| | INLET, F7 | | | 0095 720-45040 14.000 EACH| 1600.00000 22400.00| | INLET, G7 | | | 0096 720-45045 3.000 EACH| 1400.00000 4200.00| | INLET, J10 | | | 0097 720-45055 5.000 EACH| 1500.00000 7500.00| | INLET, M10 | | | 0098 720-45145 30.000 EACH| 1450.00000 43500.00| | INLET, J10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 720-45155 1.000 EACH| 1450.00000 1450.00| | INLET, M10, MODIFIED | | | 0100 720-45240 7.000 EACH| 2600.00000 18200.00| | CATCH BASIN, J10 | | | 0101 720-45250 1.000 EACH| 2400.00000 2400.00| | CATCH BASIN, K10 | | | 0102 720-45410 9.000 EACH| 2200.00000 19800.00| | MANHOLE, C4 | | | 0103 720-45415 4.000 EACH| 2700.00000 10800.00| | MANHOLE, D4 | | | 0104 720-90903 2.000 EACH| 1500.00000 3000.00| | INLET, F2 | | | 0105 720-90984 2.000 EACH| 2600.00000 5200.00| | MANHOLE, C2 | | | 0106 720-91250 2.000 EACH| 1500.00000 3000.00| | INLET, E2 | | | 0107 720-96030 1.000 EACH| 32000.00000 32000.00| | MANHOLE, MODIFIED | | | 0108 801-06203 6000.000 m | 0.45000 2700.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0109 801-06207 23800.000 m | 2.55000 60690.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0110 801-06218 94.000 m | 15.00000 1410.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0111 801-06469 225.000 m | 5.00000 1125.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0112 801-06640 40.000 EACH| 175.00000 7000.00| | CONSTRUCTION SIGN, A | | | 0113 801-06710 540.000 DAY | 15.00000 8100.00| | FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0115 801-07119 96.000 m | 29.00000 2784.00| | BARRICADE, III-B | | | 0116 802-05701 138.000 m | 54.00000 7452.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 25.000 m | 49.00000 1225.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 802-76025 22.000 m2 | 235.00000 5170.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0119 802-76035 2.000 m2 | 275.00000 550.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0120 802-76040 10.000 m2 | 300.00000 3000.00| | SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0121 805-01815 8.000 EACH| 2000.00000 16000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 20.000 EACH| 750.00000 15000.00| | HANDHOLE, SIGNAL | | | 0123 805-01844 1035.000 m | 44.00000 45540.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0124 805-02087 LUMP| 900.00000 900.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-78109 2.000 EACH| 11000.00000 22000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0126 805-78205 16.000 EACH| 650.00000 10400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78415 8.000 EACH| 1100.00000 8800.00| | SPAN, CATENARY, AND TETHER | | | 0128 805-78420 8.000 EACH| 175.00000 1400.00| | DISCONNECT HANGER | | | 0129 805-78445 2.000 EACH| 550.00000 1100.00| | SIGNAL SERVICE | | | 0130 805-78465 60.000 m | 3.75000 225.00| | SIGNAL CABLE, 2C 8GA. | | | 0131 805-78470 1984.000 m | 1.25000 2480.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0132 805-78485 123.000 m | 3.00000 369.00| | SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 123.000 m | 3.25000 399.75| | SIGNAL CABLE, 7C 14GA. | | | 0134 805-78500 355.000 m | 4.00000 1420.00| | SIGNAL CABLE, 11C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 121 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,616,561.45 ROUTE : CALL ORDER : 121 CONTRACT ID : R -26447-A COUNTIES : MARION LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78510 1902.000 m | 2.00000 3804.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 19.000 EACH| 675.00000 12825.00| | SIGNAL DETECTOR HOUSING | | | 0137 805-78795 738.000 m | 18.00000 13284.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 2.000 EACH| 950.00000 1900.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-81032 8.000 EACH| 2700.00000 21600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0140 805-92504 12.000 EACH| 160.00000 1920.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0141 808-06701 1020.000 m | 0.95000 969.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 420.000 m | 0.95000 399.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06716 100.000 m | 5.50000 550.00| | LINE, REMOVE | | | 0144 808-75245 4836.000 m | 0.95000 4594.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0145 808-75260 205.000 m | 7.00000 1435.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0146 808-75297 110.000 m | 14.00000 1540.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0147 808-75300 88.000 m | 4.50000 396.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0148 808-75320 10.000 EACH| 85.00000 850.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 9.000 EACH| 115.00000 1035.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-75998 242.000 EACH| 25.00000 6050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,692,754.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,692,754.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,095,049.69 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27114-A COUNTIES : WAYNE LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9989032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,988,172.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 2,158,539.80 108.5690% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 2,476,916.94 124.5826% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 44000.00000 44000.00| 62500.00000 62500.00| 43400.00000 43400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 1360.00000 19040.00| 1500.00000 21000.00| 1470.00000 20580.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 99389.00000 99389.00| 115000.00000 115000.00| 125795.00000 125795.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 67334.23000 67334.23| 70000.00000 70000.00| 192617.00000 192617.00 CLEARING RIGHT OF WAY | | | 0007 202-02278 157.000 m | 12.00000 1884.00| 15.00000 2355.00| 23.40000 3673.80 CURB, CONCRETE, REMOVE | | | 0008 202-78515 LUMP| 525.00000 525.00| 500.00000 500.00| 4690.00000 4690.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 18658.000 m3 | 7.50000 139935.00| 15.50000 289199.00| 8.80000 164190.40 EXCAVATION, COMMON | | | 0010 203-02070 40134.000 m3 | 5.90000 236790.60| 5.00000 200670.00| 11.55000 463547.70 BORROW | | | 0011 205-06931 909.000 Mg | 52.00000 47268.00| 20.00000 18180.00| 20.84000 18943.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 858.000 m | 4.70000 4032.60| 5.50000 4719.00| 4.72000 4049.76 TEMPORARY SILT FENCE | | | 0013 207-07498 11502.000 m2 | 4.00000 46008.00| 4.00000 46008.00| 4.68000 53829.36 SUBGRADE TREATMENT, TYPE A | | | 0014 211-07454 1047.000 m3 | 12.75000 13349.25| 17.50000 18322.50| 38.20000 39995.40 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,095,049.69 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27114-A COUNTIES : WAYNE LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 3146.000 Mg | 14.00000 44044.00| 14.00000 44044.00| 17.18000 54048.28 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 401-07328 1943.000 Mg | 56.00000 108808.00| 57.00000 110751.00| 56.00000 108808.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 401-07398 2674.000 Mg | 46.00000 123004.00| 47.00000 125678.00| 46.00000 123004.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07424 8739.000 Mg | 41.50000 362668.50| 42.00000 367038.00| 41.50000 362668.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0019 401-07429 3636.000 Mg | 48.50000 176346.00| 50.00000 181800.00| 48.50000 176346.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0020 405-05517 6.000 Mg | 675.00000 4050.00| 700.00000 4200.00| 650.00000 3900.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 21.000 Mg | 225.00000 4725.00| 250.00000 5250.00| 225.00000 4725.00 ASPHALT FOR TACK COAT | | | 0022 605-06120 42.000 m | 79.00000 3318.00| 75.00000 3150.00| 55.00000 2310.00 CURB, CONCRETE | | | 0023 605-06140 1394.000 m | 35.00000 48790.00| 50.00000 69700.00| 50.00000 69700.00 CURB AND GUTTER, CONCRETE | | | 0024 605-06145 263.000 m | 57.00000 14991.00| 60.00000 15780.00| 75.00000 19725.00 CURB AND GUTTER, B, CONCRETE | | | 0025 605-06215 138.000 m | 119.00000 16422.00| 190.00000 26220.00| 80.00000 11040.00 CENTER CURB, D, CONCRETE | | | 0026 616-02320 2857.000 m2 | 2.00000 5714.00| 2.50000 7142.50| 2.18000 6228.26 GEOTEXTILES | | | 0027 616-06405 1423.000 Mg | 27.00000 38421.00| 20.00000 28460.00| 19.65000 27961.95 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 525.00000 525.00| 700.00000 700.00| 1025.00000 1025.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 2.000 Mg | 475.00000 950.00| 500.00000 1000.00| 567.00000 1134.00 FERTILIZER | | | 0030 621-06548 19.000 kg | 63.00000 1197.00| 25.00000 475.00| 55.00000 1045.00 SEED MIXTURE, CV | | | 0031 621-06553 432.000 kg | 7.85000 3391.20| 5.00000 2160.00| 5.97000 2579.04 SEED MIXTURE, R | | | 0032 621-06565 10.000 Mg | 420.00000 4200.00| 550.00000 5500.00| 433.00000 4330.00 MULCHING MATERIAL | | | 0033 621-06567 17.000 kL | 0.75000 12.75| 1.00000 17.00| 2.50000 42.50 WATER | | | 0034 621-06574 947.000 m2 | 3.85000 3645.95| 5.00000 4735.00| 5.75000 5445.25 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,095,049.69 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27114-A COUNTIES : WAYNE LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 714-07539 55.000 m | 1170.00000 64350.00| 1250.00000 68750.00| 1385.00000 76175.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 600 mm | | | 0036 715-05048 2209.000 m | 8.50000 18776.50| 8.00000 17672.00| 10.77000 23790.93 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 67.000 m | 31.00000 2077.00| 20.00000 1340.00| 70.33000 4712.11 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05149 222.000 m | 90.00000 19980.00| 75.00000 16650.00| 55.57000 12336.54 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 67.000 m | 110.00000 7370.00| 85.00000 5695.00| 96.89000 6491.63 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 72.000 m | 185.00000 13320.00| 90.00000 6480.00| 88.20000 6350.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 209.000 m | 115.00000 24035.00| 115.00000 24035.00| 132.72000 27738.48 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 197.000 m | 140.00000 27580.00| 130.00000 25610.00| 137.48000 27083.56 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 718-06531 10.000 EACH| 535.00000 5350.00| 300.00000 3000.00| 550.00000 5500.00 OUTLET PROTECTOR, 3 | | | 0044 718-52610 442.000 m3 | 38.00000 16796.00| 30.00000 13260.00| 39.39000 17410.38 AGGREGATE FOR UNDERDRAINS | | | 0045 720-45235 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 3288.00000 6576.00 CATCH BASIN, E7 | | | 0046 720-45415 2.000 EACH| 2600.00000 5200.00| 3000.00000 6000.00| 3723.00000 7446.00 MANHOLE, D4 | | | 0047 720-98174 6.000 EACH| 1625.00000 9750.00| 1800.00000 10800.00| 3056.00000 18336.00 INLET, B15 | | | 0048 720-99416 1.000 EACH| 1675.00000 1675.00| 1850.00000 1850.00| 3470.00000 3470.00 CATCH BASIN, B15 | | | 0049 720-99416 1.000 EACH| 2000.00000 2000.00| 2400.00000 2400.00| 3654.00000 3654.00 CATCH BASIN, B15 , MODIDIED | | | 0050 720-99417 7.000 EACH| 1775.00000 12425.00| 2000.00000 14000.00| 3648.00000 25536.00 CATCH BASIN, C15 | | | 0051 801-06775 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| 16430.00000 16430.00 MAINTAINING TRAFFIC | | | 0052 805-01815 2.000 EACH| 1890.00000 3780.00| 2000.00000 4000.00| 1913.00000 3826.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0053 805-01842 4.000 EACH| 840.00000 3360.00| 850.00000 3400.00| 840.00000 3360.00 HANDHOLE, SIGNAL | | | 0054 805-02328 236.000 m | 0.32000 75.52| 0.30000 70.80| 2.25000 531.00 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,095,049.69 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27114-A COUNTIES : WAYNE LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-06592 67.000 m | 63.00000 4221.00| 65.00000 4355.00| 76.00000 5092.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0056 805-06834 1.000 EACH| 8400.00000 8400.00| 9000.00000 9000.00| 9240.00000 9240.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0057 805-78205 4.000 EACH| 690.00000 2760.00| 725.00000 2900.00| 549.00000 2196.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0058 805-78230 4.000 EACH| 1040.00000 4160.00| 1000.00000 4000.00| 870.00000 3480.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0059 805-78415 4.000 EACH| 1700.00000 6800.00| 1750.00000 7000.00| 1480.00000 5920.00 SPAN, CATENARY, AND TETHER | | | 0060 805-78420 4.000 EACH| 290.00000 1160.00| 300.00000 1200.00| 168.00000 672.00 DISCONNECT HANGER | | | 0061 805-78445 1.000 EACH| 420.00000 420.00| 400.00000 400.00| 513.00000 513.00 SIGNAL SERVICE | | | 0062 805-78467 13.000 m | 5.00000 65.00| 5.00000 65.00| 4.17000 54.21 SIGNAL CABLE, 3C 8GA. | | | 0063 805-78485 68.000 m | 4.30000 292.40| 4.25000 289.00| 3.07000 208.76 SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 265.000 m | 4.80000 1272.00| 5.00000 1325.00| 3.24000 858.60 SIGNAL CABLE, 7C 14GA. | | | 0065 805-78510 260.000 m | 4.25000 1105.00| 4.50000 1170.00| 2.52000 655.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78746 184.000 m | 16.00000 2944.00| 17.00000 3128.00| 39.38000 7245.92 PREFORMED LOOP DETECTORS | | | 0067 805-78795 85.000 m | 29.00000 2465.00| 30.00000 2550.00| 33.56000 2852.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-78925 1.000 EACH| 575.00000 575.00| 600.00000 600.00| 923.89000 923.89 CONTROLLER CABINET FOUNDATION, P1 | | | 0069 805-81032 2.000 EACH| 3100.00000 6200.00| 3000.00000 6000.00| 2788.44000 5576.88 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0070 805-92504 5.000 EACH| 315.00000 1575.00| 330.00000 1650.00| 138.11000 690.55 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0071 808-06701 90.000 m | 1.40000 126.00| 1.00000 90.00| 0.92000 82.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0072 808-06703 2187.000 m | 0.90000 1968.30| 1.00000 2187.00| 0.92000 2012.04 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-75240 158.000 m | 1.40000 221.20| 1.00000 158.00| 0.92000 145.36 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,095,049.69 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27114-A COUNTIES : WAYNE LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75245 3072.000 m | 0.90000 2764.80| 1.00000 3072.00| 0.92000 2826.24 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75297 66.000 m | 19.00000 1254.00| 10.00000 660.00| 9.85000 650.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0076 808-75320 13.000 EACH| 63.00000 819.00| 80.00000 1040.00| 75.00000 975.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0077 808-75325 10.000 EACH| 73.00000 730.00| 120.00000 1200.00| 108.00000 1080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0078 808-75998 105.000 EACH| 53.00000 5565.00| 35.00000 3675.00| 35.00000 3675.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 356.000 m | 3.45000 1228.20| 3.25000 1157.00| 3.25000 1157.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,988,172.00| $ 2,158,539.80| $ 2,476,916.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,988,172.00| $ 2,158,539.80| $ 2,476,916.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : FIRST STREET CALL ORDER : 145 CONTRACT ID : R -27140-B COUNTIES : JEFFERSON LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C523 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 918,552.26 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0244037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 409,959.87 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 425,569.71 103.8076% 3 35-1878024 RAGLE, INC. $ 437,887.55 106.8122% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 461,429.11 112.5547% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 487,307.82 118.8672% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 608,833.18 148.5104% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |RAGLE, 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| 5500.00000 5500.00| 10000.00000 10000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1400.00000 5600.00| 1060.00000 4240.00| 1800.00000 7200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 20000.00000 20000.00| 21200.00000 21200.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 1500.00000 1500.00| 10500.00000 10500.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0007 202-02271 1.000 EACH| 750.00000 750.00| 525.00000 525.00| 1000.00000 1000.00 HEADWALL, REMOVE | | | 0008 202-74045 1.000 EACH| 125.00000 125.00| 250.00000 250.00| 60.00000 60.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-96133 77.000 LFT | 15.00000 1155.00| 11.00000 847.00| 10.00000 770.00 PIPE, REMOVE | | | 0010 203-02000 1398.000 CYS | 9.00000 12582.00| 25.00000 34950.00| 15.00000 20970.00 EXCAVATION, COMMON | | | 0011 205-03371 344.000 CYS | 5.00000 1720.00| 1.00000 344.00| 2.00000 688.00 SEDIMENT, REMOVE | | | 0012 205-06931 29.000 TON | 80.00000 2320.00| 35.00000 1015.00| 40.00000 1160.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 2.000 EACH| 250.00000 500.00| 75.00000 150.00| 50.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06936 10.000 TON | 45.00000 450.00| 70.00000 700.00| 30.00000 300.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 175.000 LFT | 1.50000 262.50| 4.50000 787.50| 2.00000 350.00 TEMPORARY SILT FENCE | | | 0016 206-93520 7110.000 SFT | 8.60000 61146.00| 8.25000 58657.50| 16.00000 113760.00 TEMPORARY SHEET PILING | | | 0017 207-07500 1135.000 SYS | 15.00000 17025.00| 8.25000 9363.75| 4.00000 4540.00 SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 808.000 CYS | 13.50000 10908.00| 28.00000 22624.00| 22.00000 17776.00 STRUCTURE BACKFILL | | | 0019 303-01180 334.000 TON | 24.00000 8016.00| 24.00000 8016.00| 17.00000 5678.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 402-07434 94.000 TON | 80.00000 7520.00| 80.00000 7520.00| 80.00000 7520.00 HMA SURFACE, TYPE C | | | 0021 402-07439 157.000 TON | 52.00000 8164.00| 52.00000 8164.00| 52.00000 8164.00 HMA INTERMEDIATE, TYPE C | | | 0022 402-07442 630.000 TON | 42.00000 26460.00| 42.00000 26460.00| 42.00000 26460.00 HMA BASE, TYPE C | | | 0023 406-05520 2.000 TON | 220.00000 440.00| 220.00000 440.00| 220.00000 440.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-07023 2.000 EACH| 3100.00000 6200.00| 3100.00000 6200.00| 3100.00000 6200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0026 601-94689 1.000 EACH| 2395.00000 2395.00| 3800.00000 3800.00| 2395.00000 2395.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 138.000 LFT | 31.75000 4381.50| 31.75000 4381.50| 31.75000 4381.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06646 550.000 LFT | 35.00000 19250.00| 20.00000 11000.00| 30.00000 16500.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 8.000 EACH| 7.50000 60.00| 7.50000 60.00| 7.50000 60.00 BARRIER DELINEATOR | | | 0030 603-06060 112.000 LFT | 8.50000 952.00| 8.50000 952.00| 5.35000 599.20 FENCE, FARM FIELD, RESET | | | 0031 606-07484 900.000 LFT | 5.00000 4500.00| 4.70000 4230.00| 3.89000 3501.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0032 610-07486 31.000 TON | 175.00000 5425.00| 175.00000 5425.00| 175.00000 5425.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 2.000 EACH| 115.00000 230.00| 115.00000 230.00| 115.00000 230.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 124.000 SYS | 2.25000 279.00| 3.25000 403.00| 2.00000 248.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06451 103.000 TON | 35.00000 3605.00| 30.70000 3162.10| 16.50000 1699.50 RIPRAP, UNIFORM | | | 0036 621-01004 4.000 EACH| 200.00000 800.00| 700.00000 2800.00| 10.00000 40.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 675.000 SYS | 1.00000 675.00| 1.00000 675.00| 1.75000 1181.25 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 450.000 SYS | 2.25000 1012.50| 2.50000 1125.00| 2.80000 1260.00 EROSION CONTROL BLANKET | | | 0039 621-06559 894.000 SYS | 0.60000 536.40| 1.04000 929.76| 1.00000 894.00 MULCHED SEEDING, R | | | 0040 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| 1.00000 3.00 WATER | | | 0041 621-06574 404.000 SYS | 5.50000 2222.00| 8.00000 3232.00| 4.00000 1616.00 SODDING | | | 0042 702-51015 157.000 CYS | 350.00000 54950.00| 250.00000 39250.00| 300.00000 47100.00 CONCRETE, B, FOOTINGS | | | 0043 703-06029 2859.000 LBS | 1.33000 3802.47| 1.10000 3144.90| 1.10000 3144.90 REINFORCING BARS, EPOXY COATED | | | 0044 703-51030 15980.000 LBS | 1.26000 20134.80| 1.15000 18377.00| 0.90000 14382.00 REINFORCING STEEL | | | 0045 706-05732 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 13.000 CYS | 500.00000 6500.00| 640.00000 8320.00| 400.00000 5200.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 1360.00000 1360.00| 1360.00000 1360.00| 413.50000 413.50 SURFACE SEAL | | | 0048 714-44240 64.000 CYS | 475.00000 30400.00| 525.00000 33600.00| 500.00000 32000.00 CONCRETE, A, STRUCTURES | | | 0049 714-94664 3.000 LFT | 500.00000 1500.00| 750.00000 2250.00| 350.00000 1050.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0050 715-03321 4.000 EACH| 350.00000 1400.00| 375.00000 1500.00| 330.00000 1320.00 SAFETY METAL END SECTION, 6:1, 12 IN. | | | 0051 715-05152 220.000 LFT | 36.00000 7920.00| 27.00000 5940.00| 23.00000 5060.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0052 715-05168 71.000 LFT | 28.00000 1988.00| 38.50000 2733.50| 16.00000 1136.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0053 715-46010 1.000 EACH| 275.00000 275.00| 325.00000 325.00| 250.00000 250.00 PIPE END SECTION, 18 IN. | | | 0054 720-45235 1.000 EACH| 1700.00000 1700.00| 1400.00000 1400.00| 3000.00000 3000.00 CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-91352 1.000 EACH| 2000.00000 2000.00| 1650.00000 1650.00| 2800.00000 2800.00 CATCH BASIN, F7 | | | 0056 801-06207 3470.000 LFT | 1.00000 3470.00| 1.55000 5378.50| 1.00000 3470.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 23.000 EACH| 110.00000 2530.00| 110.00000 2530.00| 110.00000 2530.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 8.000 EACH| 40.00000 320.00| 40.00000 320.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 14000.00000 14000.00| 11650.00000 11650.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0060 801-07119 96.000 LFT | 20.85000 2001.60| 20.85000 2001.60| 20.85000 2001.60 BARRICADE, III-B | | | 0061 802-05701 10.000 LFT | 10.76000 107.60| 10.76000 107.60| 10.76000 107.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 5.000 SFT | 19.90000 99.50| 19.90000 99.50| 19.90000 99.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 808-06703 1200.000 LFT | 0.37000 444.00| 0.37000 444.00| 0.37000 444.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-06716 2600.000 LFT | 0.80000 2080.00| 0.80000 2080.00| 0.80000 2080.00 LINE, REMOVE | | | 0065 808-75245 2600.000 LFT | 0.37000 962.00| 0.37000 962.00| 0.37000 962.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0066 808-75996 33.000 EACH| 20.00000 660.00| 3.00000 99.00| 5.00000 165.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 33.000 EACH| 60.00000 1980.00| 60.00000 1980.00| 60.00000 1980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 409,959.87| $ 425,569.71| $ 437,887.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,959.87| $ 425,569.71| $ 437,887.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI 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| 6000.00000 6000.00| 11500.00000 11500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1875.00000 7500.00| 2800.00000 11200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 22500.00000 22500.00| 24000.00000 24000.00| 30445.00000 30445.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-02271 1.000 EACH| 650.00000 650.00| 535.00000 535.00| 1200.00000 1200.00 HEADWALL, REMOVE | | | 0008 202-74045 1.000 EACH| 500.00000 500.00| 115.00000 115.00| 210.00000 210.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-96133 77.000 LFT | 9.00000 693.00| 5.50000 423.50| 15.00000 1155.00 PIPE, REMOVE | | | 0010 203-02000 1398.000 CYS | 24.00000 33552.00| 11.50000 16077.00| 22.00000 30756.00 EXCAVATION, COMMON | | | 0011 205-03371 344.000 CYS | 25.00000 8600.00| 2.00000 688.00| 3.00000 1032.00 SEDIMENT, REMOVE | | | 0012 205-06931 29.000 TON | 25.00000 725.00| 39.00000 1131.00| 18.00000 522.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 2.000 EACH| 75.00000 150.00| 95.00000 190.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 10.000 TON | 25.00000 250.00| 37.00000 370.00| 18.00000 180.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 175.000 LFT | 4.50000 787.50| 2.00000 350.00| 4.50000 787.50 TEMPORARY SILT FENCE | | | 0016 206-93520 7110.000 SFT | 12.00000 85320.00| 11.30000 80343.00| 21.00000 149310.00 TEMPORARY SHEET PILING | | | 0017 207-07500 1135.000 SYS | 12.75000 14471.25| 15.40000 17479.00| 15.00000 17025.00 SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 808.000 CYS | 28.00000 22624.00| 27.60000 22300.80| 22.00000 17776.00 STRUCTURE BACKFILL | | | 0019 303-01180 334.000 TON | 15.00000 5010.00| 26.50000 8851.00| 24.00000 8016.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 402-07434 94.000 TON | 95.00000 8930.00| 85.00000 7990.00| 85.00000 7990.00 HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07439 157.000 TON | 45.00000 7065.00| 56.00000 8792.00| 68.00000 10676.00 HMA INTERMEDIATE, TYPE C | | | 0022 402-07442 630.000 TON | 45.00000 28350.00| 45.50000 28665.00| 44.00000 27720.00 HMA BASE, TYPE C | | | 0023 406-05520 2.000 TON | 175.00000 350.00| 240.00000 480.00| 225.00000 450.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 1.000 EACH| 1200.00000 1200.00| 1265.00000 1265.00| 1250.00000 1250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-07023 2.000 EACH| 3100.00000 6200.00| 3285.00000 6570.00| 1800.00000 3600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0026 601-94689 1.000 EACH| 2395.00000 2395.00| 2540.00000 2540.00| 2450.00000 2450.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 138.000 LFT | 31.75000 4381.50| 33.65000 4643.70| 32.00000 4416.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06646 550.000 LFT | 17.00000 9350.00| 41.00000 22550.00| 22.00000 12100.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 8.000 EACH| 7.50000 60.00| 8.00000 64.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0030 603-06060 112.000 LFT | 8.50000 952.00| 9.00000 1008.00| 9.00000 1008.00 FENCE, FARM FIELD, RESET | | | 0031 606-07484 900.000 LFT | 4.00000 3600.00| 4.40000 3960.00| 4.00000 3600.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0032 610-07486 31.000 TON | 75.00000 2325.00| 186.00000 5766.00| 180.00000 5580.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 2.000 EACH| 115.00000 230.00| 122.00000 244.00| 120.00000 240.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 124.000 SYS | 3.00000 372.00| 2.30000 285.20| 4.00000 496.00 GEOTEXTILES | | | 0035 616-06451 103.000 TON | 23.00000 2369.00| 34.80000 3584.40| 25.00000 2575.00 RIPRAP, UNIFORM | | | 0036 621-01004 4.000 EACH| 700.00000 2800.00| 650.00000 2600.00| 700.00000 2800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 675.000 SYS | 1.00000 675.00| 2.10000 1417.50| 1.10000 742.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 450.000 SYS | 2.50000 1125.00| 3.10000 1395.00| 2.75000 1237.50 EROSION CONTROL BLANKET | | | 0039 621-06559 894.000 SYS | 1.04000 929.76| 2.40000 2145.60| 1.05000 938.70 MULCHED SEEDING, R | | | 0040 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| 2.00000 6.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06574 404.000 SYS | 6.40000 2585.60| 5.40000 2181.60| 6.50000 2626.00 SODDING | | | 0042 702-51015 157.000 CYS | 325.00000 51025.00| 437.00000 68609.00| 330.00000 51810.00 CONCRETE, B, FOOTINGS | | | 0043 703-06029 2859.000 LBS | 1.20000 3430.80| 1.08000 3087.72| 0.82000 2344.38 REINFORCING BARS, EPOXY COATED | | | 0044 703-51030 15980.000 LBS | 1.10000 17578.00| 0.96000 15340.80| 0.77000 12304.60 REINFORCING STEEL | | | 0045 706-05732 1.000 EACH| 1400.00000 1400.00| 1735.00000 1735.00| 1500.00000 1500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 13.000 CYS | 425.00000 5525.00| 458.00000 5954.00| 475.00000 6175.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 1400.00000 1400.00| 1545.00000 1545.00| 1400.00000 1400.00 SURFACE SEAL | | | 0048 714-44240 64.000 CYS | 650.00000 41600.00| 589.00000 37696.00| 1300.00000 83200.00 CONCRETE, A, STRUCTURES | | | 0049 714-94664 3.000 LFT | 1750.00000 5250.00| 727.00000 2181.00| 1600.00000 4800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0050 715-03321 4.000 EACH| 1150.00000 4600.00| 575.00000 2300.00| 200.00000 800.00 SAFETY METAL END SECTION, 6:1, 12 IN. | | | 0051 715-05152 220.000 LFT | 30.00000 6600.00| 32.50000 7150.00| 40.00000 8800.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0052 715-05168 71.000 LFT | 25.00000 1775.00| 31.00000 2201.00| 35.00000 2485.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0053 715-46010 1.000 EACH| 575.00000 575.00| 465.00000 465.00| 525.00000 525.00 PIPE END SECTION, 18 IN. | | | 0054 720-45235 1.000 EACH| 2600.00000 2600.00| 3275.00000 3275.00| 2100.00000 2100.00 CATCH BASIN, E7 | | | 0055 720-91352 1.000 EACH| 2500.00000 2500.00| 3475.00000 3475.00| 2100.00000 2100.00 CATCH BASIN, F7 | | | 0056 801-06207 3470.000 LFT | 1.00000 3470.00| 1.10000 3817.00| 1.00000 3470.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 23.000 EACH| 110.00000 2530.00| 118.00000 2714.00| 115.00000 2645.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 8.000 EACH| 40.00000 320.00| 45.00000 360.00| 45.00000 360.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 4000.00000 4000.00| 11000.00000 11000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0060 801-07119 96.000 LFT | 20.85000 2001.60| 22.00000 2112.00| 22.00000 2112.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,161.32 ROUTE : 56 CALL ORDER : 151 CONTRACT ID : R -27258-A COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-05701 10.000 LFT | 10.76000 107.60| 12.00000 120.00| 11.00000 110.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 5.000 SFT | 19.90000 99.50| 22.00000 110.00| 20.00000 100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 808-06703 1200.000 LFT | 0.37000 444.00| 0.50000 600.00| 0.38000 456.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-06716 2600.000 LFT | 0.80000 2080.00| 0.85000 2210.00| 1.00000 2600.00 LINE, REMOVE | | | 0065 808-75245 2600.000 LFT | 0.37000 962.00| 0.50000 1300.00| 0.38000 988.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0066 808-75996 33.000 EACH| 30.00000 990.00| 12.00000 396.00| 35.00000 1155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 33.000 EACH| 60.00000 1980.00| 62.00000 2046.00| 65.00000 2145.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 461,429.11| $ 487,307.82| $ 608,833.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 461,429.11| $ 487,307.82| $ 608,833.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,414,601.45 ROUTE : CALL ORDER : 161 CONTRACT ID : R -27295-B COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9902043 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,427,008.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,429,107.13 100.1470% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN/BIKE TRAIL | | | 0001 105-06845 LUMP| 40931.20000 40931.20| 75000.00000 75000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1400.00000 21000.00| 800.00000 12000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 71350.41000 71350.41| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-05821 144.150 STA | 625.00000 90093.75| 597.00000 86057.55| CLEARING AND GRUBBING | | | 0007 202-51328 LUMP| 65737.55000 65737.55| 65000.00000 65000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 7567.000 CYS | 11.75000 88912.25| 13.90000 105181.30| EXCAVATION, COMMON | | | 0009 205-06931 20.000 TON | 40.00000 800.00| 40.00000 800.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 23.000 EACH| 30.00000 690.00| 50.00000 1150.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 5770.000 LFT | 1.24000 7154.80| 1.24000 7154.80| TEMPORARY SILT FENCE | | | 0012 211-07454 395.000 CYS | 23.00000 9085.00| 23.00000 9085.00| STRUCTURE BACKFILL | | | 0013 301-07448 4577.000 TON | 14.00000 64078.00| 16.00000 73232.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-04489 234.000 TON | 27.25000 6376.50| 30.00000 7020.00| COMPACTED CRUSHED AGGREGATE, 8 , FOR | | | MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,414,601.45 ROUTE : CALL ORDER : 161 CONTRACT ID : R -27295-B COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-07449 1230.000 TON | 14.00000 17220.00| 35.00000 43050.00| COMPACTED AGGREGATE, NO. 73 , SHOULDER | | | 0016 303-07449 140.000 TON | 38.00000 5320.00| 25.00000 3500.00| COMPACTED AGGREGATE, NO. 73 , SURFACE | | | 0017 305-94642 60.000 LFT | 18.50000 1110.00| 20.00000 1200.00| RESEALING TRANSVERSE JOINTS | | | 0018 402-07432 960.000 TON | 52.00000 49920.00| 75.00000 72000.00| HMA SURFACE, TYPE A | | | 0019 402-07440 2260.000 TON | 39.00000 88140.00| 45.00000 101700.00| HMA BASE. TYPE A | | | 0020 406-05520 3.500 TON | 400.00000 1400.00| 150.00000 525.00| ASPHALT FOR TACK COAT | | | 0021 601-01522 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-02103 37.500 LFT | 20.00000 750.00| 76.00000 2850.00| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0023 601-03970 1501.000 LFT | 170.00000 255170.00| 100.00000 150100.00| RAILING, WOOD, 4 FT. 6 IN. AND BOARDWALK| | | 0024 601-07023 2.000 EACH| 5500.00000 11000.00| 3600.00000 7200.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0025 601-94689 6.000 EACH| 2025.00000 12150.00| 2400.00000 14400.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1444.000 LFT | 14.50000 20938.00| 13.00000 18772.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06639 450.000 LFT | 15.00000 6750.00| 27.09000 12190.50| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 20.000 EACH| 3.50000 70.00| 5.00000 100.00| BARRIER DELINEATOR | | | 0029 603-01932 222.000 LFT | 35.35000 7847.70| 14.10000 3130.20| FENCE, CHAIN LINK, 96 IN. , VINYL | | | COATED, GREEN | | | 0030 603-04244 4.000 EACH| 2650.00000 10600.00| 880.00000 3520.00| GATE , BARRIER | | | 0031 603-04244 3.000 EACH| 2800.00000 8400.00| 1460.00000 4380.00| GATE , WOOD RAIL, FENCE TYPE | | | 0032 603-91714 1538.000 LFT | 28.45000 43756.10| 10.00000 15380.00| FENCE, RAIL, WOOD | | | 0033 603-91714 325.000 LFT | 56.40000 18330.00| 39.70000 12902.50| FENCE, RAIL, WOOD , MODIFIED | | | 0034 604-06069 64.000 SYS | 53.00000 3392.00| 125.00000 8000.00| CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,414,601.45 ROUTE : CALL ORDER : 161 CONTRACT ID : R -27295-B COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-90256 235.000 SYS | 34.00000 7990.00| 28.00000 6580.00| SIDEWALK, CONCRETE, 6 IN. | | | 0036 604-91531 482.000 SYS | 32.00000 15424.00| 26.00000 12532.00| SIDEWALK, CONCRETE, 4 IN. | | | 0037 611-04923 49.200 SYS | 75.00000 3690.00| 58.00000 2853.60| CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 10 IN. | | | 0038 621-01004 3.000 EACH| 100.00000 300.00| 675.00000 2025.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 38175.000 SYS | 0.36000 13743.00| 0.42000 16033.50| MULCHED SEEDING, R | | | 0040 621-06574 7345.000 SYS | 2.50000 18362.50| 2.75000 20198.75| SODDING | | | 0041 622-52436 5.000 EACH| 25.00000 125.00| 25.00000 125.00| SIGN, DO NOT MOW OR SPRAY | | | 0042 702-51110 1920.000 LBS | 3.00000 5760.00| 5.00000 9600.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-95467 1.000 EACH| 1200.00000 1200.00| 1800.00000 1800.00| ROADWAY DRAIN , DUCTILE IRON 6" DROP | | | INLET | | | 0044 703-51030 1356.000 LBS | 1.20000 1627.20| 0.80000 1084.80| REINFORCING STEEL | | | 0045 703-51032 33413.000 LBS | 0.85000 28401.05| 1.00000 33413.00| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 104.310 CYS | 580.00000 60499.80| 793.00000 82717.83| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 2.000 EACH| 1100.00000 2200.00| 1500.00000 3000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-92237 376.000 LFT | 105.00000 39480.00| 115.00000 43240.00| HANDRAIL, STEEL , 4 FT. 6 IN. | | | 0049 706-92586 8.000 EACH| 400.00000 3200.00| 180.00000 1440.00| RAILING POST AND RAILS, VINYL | | | 0050 706-94947 36.700 CYS | 500.00000 18350.00| 550.00000 20185.00| RAILING, CONCRETE, C, MODIFIED | | | 0051 709-51821 LUMP| 2432.00000 2432.00| 2970.00000 2970.00| SURFACE SEAL | | | 0052 714-04802 281.200 SYS | 81.50000 22917.80| 86.00000 24183.20| CONCRETE MODULAR BLOCK WALL | | | 0053 715-05128 35.000 LFT | 110.00000 3850.00| 110.00000 3850.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,414,601.45 ROUTE : CALL ORDER : 161 CONTRACT ID : R -27295-B COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05168 330.000 LFT | 49.50000 16335.00| 49.50000 16335.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0055 715-05169 23.000 LFT | 51.00000 1173.00| 51.00000 1173.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05171 136.000 LFT | 53.25000 7242.00| 53.25000 7242.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0057 715-05175 44.000 LFT | 82.70000 3638.80| 82.70000 3638.80| PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0058 715-06004 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| CONCRETE ANCHOR, 48 IN. | | | 0059 715-46000 24.000 EACH| 140.00000 3360.00| 140.00000 3360.00| PIPE END SECTION, 12 IN. | | | 0060 715-46005 2.000 EACH| 170.00000 340.00| 170.00000 340.00| PIPE END SECTION, 15 IN. | | | 0061 715-46010 9.000 EACH| 190.00000 1710.00| 190.00000 1710.00| PIPE END SECTION, 18 IN. | | | 0062 715-46030 4.000 EACH| 430.00000 1720.00| 430.00000 1720.00| PIPE END SECTION, 30 IN. | | | 0063 720-44000 3.000 EACH| 250.00000 750.00| 400.00000 1200.00| CASTING, ADJUST TO GRADE | | | 0064 720-97896 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| INLET, A4 | | | 0065 731-93946 2531.000 SFT | 13.00000 32903.00| 23.00000 58213.00| WALL ERECTION | | | 0066 731-93947 780.000 LFT | 17.00000 13260.00| 7.90000 6162.00| LEVELING PAD, CONCRETE | | | 0067 801-04308 1.000 EACH| 400.00000 400.00| 400.00000 400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06207 2325.000 LFT | 0.73000 1697.25| 1.20000 2790.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06624 3.000 EACH| 225.00000 675.00| 180.00000 540.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0070 801-06640 18.000 EACH| 150.00000 2700.00| 230.00000 4140.00| CONSTRUCTION SIGN, A | | | 0071 801-06645 4.000 EACH| 40.00000 160.00| 65.00000 260.00| CONSTRUCTION SIGN, B | | | 0072 801-06710 120.000 DAY | 12.00000 1440.00| 18.00000 2160.00| FLASHING ARROW SIGN | | | 0073 801-06775 LUMP| 38810.00000 38810.00| 24800.00000 24800.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,414,601.45 ROUTE : CALL ORDER : 161 CONTRACT ID : R -27295-B COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-05704 144.000 LFT | 8.75000 1260.00| 10.00000 1440.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-76035 132.250 SFT | 40.15000 5309.84| 10.00000 1322.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0076 802-96248 370.000 LFT | 9.50000 3515.00| 10.00000 3700.00| POST, WOOD, 4 IN. X 4 IN. | | | 0077 808-06716 1050.000 LFT | 0.32000 336.00| 0.85000 892.50| LINE, REMOVE | | | 0078 808-75297 59.000 LFT | 7.00000 413.00| 4.40000 259.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0079 808-75300 722.000 LFT | 2.40000 1732.80| 1.10000 794.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,427,008.30| $ 1,429,107.13| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,427,008.30| $ 1,429,107.13| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,153.27 ROUTE : 33 CALL ORDER : 181 CONTRACT ID : R -27565-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2192026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 555,127.71 100.0000% 2 35-1139301 E & B PAVING, INC. $ 573,458.22 103.3020% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 16800.00000 16800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1450.00000 13050.00| 940.00000 8460.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 27700.00000 27700.00| 10700.00000 10700.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 16600.00000 16600.00| 4968.00000 4968.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 379.000 m | 4.75000 1800.25| 4.75000 1800.25| GUARDRAIL, REMOVE | | | 0008 203-02000 2715.000 m3 | 25.00000 67875.00| 23.50000 63802.50| EXCAVATION, COMMON | | | 0009 203-02070 1033.000 m3 | 20.00000 20660.00| 35.00000 36155.00| BORROW | | | 0010 205-06931 40.000 Mg | 40.00000 1600.00| 10.00000 400.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 10.000 EACH| 55.00000 550.00| 55.00000 550.00| TEMPORARY DITCH INLET PROTECTION , | | | CULVERT PIPE PROTECTION | | | 0012 205-06937 470.000 m | 4.86000 2284.20| 4.86000 2284.20| TEMPORARY SILT FENCE | | | 0013 207-07500 4449.000 m2 | 7.75000 34479.75| 8.65000 38483.85| SUBGRADE TREATMENT, TYPE C | | | 0014 211-07454 18.000 m3 | 35.00000 630.00| 24.00000 432.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,153.27 ROUTE : 33 CALL ORDER : 181 CONTRACT ID : R -27565-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 1526.000 Mg | 18.00000 27468.00| 14.00000 21364.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 708.000 Mg | 15.00000 10620.00| 14.00000 9912.00| COMPACTED AGGREGATE, NO. 73 | | | 0017 306-08034 1609.000 m2 | 4.00000 6436.00| 2.00000 3218.00| MILLING, ASPHALT, 38 mm | | | 0018 306-08043 972.000 m2 | 2.50000 2430.00| 4.28000 4160.16| MILLING, TRANSITION | | | 0019 401-06264 LUMP| 600.00000 600.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0020 401-07335 759.000 Mg | 45.00000 34155.00| 50.00000 37950.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0021 401-07404 1117.000 Mg | 30.00000 33510.00| 45.00000 50265.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07409 1289.000 Mg | 29.00000 37381.00| 40.00000 51560.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0023 402-07432 383.000 Mg | 42.00000 16086.00| 43.00000 16469.00| HMA SURFACE, TYPE A | | | 0024 402-07435 229.000 Mg | 28.00000 6412.00| 38.00000 8702.00| HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 737.000 Mg | 35.00000 25795.00| 38.00000 28006.00| HMA BASE, TYPE A | | | 0026 402-07452 236.000 Mg | 35.00000 8260.00| 45.00000 10620.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0027 404-05514 1127.000 m2 | 0.01000 11.27| 3.00000 3381.00| SEAL COAT, 5 | | | 0028 405-05517 1.000 Mg | 0.01000 0.01| 1.00000 1.00| ASPHALT FOR PRIME COAT | | | 0029 406-05520 42.000 Mg | 160.00000 6720.00| 1.00000 42.00| ASPHALT FOR TACK COAT | | | 0032 601-90301 4.000 EACH| 100.00000 400.00| 100.00000 400.00| GUARDRAIL CONNECTION, SPECIAL | | | 0033 605-06145 68.000 m | 70.00000 4760.00| 54.64000 3715.52| CURB AND GUTTER, B, CONCRETE | | | 0034 605-94811 1.000 EACH| 350.00000 350.00| 350.00000 350.00| CURB TURNOUT , MODIFIED | | | 0035 609-06259 73.000 m2 | 80.00000 5840.00| 127.42000 9301.66| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 610-07487 575.000 Mg | 32.00000 18400.00| 53.82000 30946.50| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,153.27 ROUTE : 33 CALL ORDER : 181 CONTRACT ID : R -27565-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 611-06497 4.000 EACH| 150.00000 600.00| 150.00000 600.00| MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 2.000 EACH| 180.00000 360.00| 180.00000 360.00| MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06490 2.000 EACH| 170.00000 340.00| 170.00000 340.00| RIGHT OF WAY MARKER | | | 0040 615-06505 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MONUMENT, B | | | 0041 616-02320 660.000 m2 | 1.00000 660.00| 2.40000 1584.00| GEOTEXTILES | | | 0042 616-06406 660.000 m2 | 20.00000 13200.00| 16.75000 11055.00| RIPRAP, REVETMENT | | | 0043 621-01004 3.000 EACH| 370.00000 1110.00| 370.00000 1110.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 Mg | 851.00000 851.00| 851.00000 851.00| FERTILIZER | | | 0045 621-06553 148.000 kg | 8.96000 1326.08| 8.96000 1326.08| SEED MIXTURE, R | | | 0046 621-06565 4.000 Mg | 649.00000 2596.00| 649.00000 2596.00| MULCHING MATERIAL | | | 0047 621-06567 21.000 kL | 2.50000 52.50| 2.50000 52.50| WATER | | | 0048 621-06574 1154.000 m2 | 5.00000 5770.00| 5.00000 5770.00| SODDING | | | 0049 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0050 622-98200 2.000 EACH| 25.00000 50.00| 25.00000 50.00| SIGN, DO NOT DISTURB | | | 0051 703-51032 1788.000 kg | 1.50000 2682.00| 3.00000 5364.00| REINFORCING STEEL, EPOXY COATED | | | 0052 715-05168 59.000 m | 80.00000 4720.00| 89.00000 5251.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0053 715-05169 64.000 m | 85.00000 5440.00| 95.00000 6080.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46000 12.000 EACH| 170.00000 2040.00| 90.00000 1080.00| PIPE END SECTION, 300 mm | | | 0055 715-46005 10.000 EACH| 185.00000 1850.00| 105.00000 1050.00| PIPE END SECTION, 375 mm | | | 0056 801-01093 4.000 EACH| 680.00000 2720.00| 475.00000 1900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,153.27 ROUTE : 33 CALL ORDER : 181 CONTRACT ID : R -27565-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06203 7760.000 m | 0.42000 3259.20| 0.37000 2871.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0058 801-06640 24.000 EACH| 95.00000 2280.00| 55.00000 1320.00| CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 20453.00000 20453.00| 4300.00000 4300.00| MAINTAINING TRAFFIC | | | 0060 801-07119 65.000 m | 20.25000 1316.25| 42.00000 2730.00| BARRICADE, III-B | | | 0061 802-05701 56.000 m | 48.00000 2688.00| 48.00000 2688.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0062 802-07060 4.000 EACH| 158.00000 632.00| 158.00000 632.00| SIGN, SHEET, RELOCATE | | | 0063 802-76035 5.000 m2 | 228.00000 1140.00| 228.00000 1140.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 804-06771 31.000 EACH| 22.00000 682.00| 22.00000 682.00| DELINEATOR POST, FLEXIBLE | | | 0065 808-01804 6.000 m | 19.40000 116.40| 100.00000 600.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0066 808-06703 2240.000 m | 1.25000 2800.00| 1.00000 2240.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-75051 80.000 m | 3.75000 300.00| 3.50000 280.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0068 808-75054 28.000 m | 3.75000 105.00| 3.50000 98.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0069 808-75240 60.000 m | 1.25000 75.00| 1.00000 60.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0070 808-75245 1152.000 m | 1.25000 1440.00| 1.00000 1152.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0071 808-75290 54.000 m | 7.50000 405.00| 5.75000 310.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0072 808-75297 12.000 m | 8.10000 97.20| 10.65000 127.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 656,153.27 ROUTE : 33 CALL ORDER : 181 CONTRACT ID : R -27565-A COUNTIES : ALLEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-75320 6.000 EACH| 89.00000 534.00| 65.00000 390.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0074 808-75325 6.000 EACH| 135.00000 810.00| 90.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75996 86.000 EACH| 6.00000 516.00| 5.00000 430.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 137.000 EACH| 23.00000 3151.00| 35.00000 4795.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 808-92027 510.000 m | 2.46000 1254.60| 3.55000 1810.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0078 808-97027 40.000 m | 12.00000 480.00| 7.00000 280.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 200 mm | | | 0079 601-99105 229.000 m | 40.00000 9160.00| 40.00000 9160.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0080 601-94689 4.000 EACH| 2400.00000 9600.00| 2400.00000 9600.00| GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 555,127.71| $ 573,458.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 555,127.71| $ 573,458.22| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 20 CALL ORDER : 191 CONTRACT ID : R -27601-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,577,184.60 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 4,249,688.93 164.8965% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658151 0658151 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 5,236,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 6,229,832.53 118.9807% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,329,430.30 120.8829% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 7,407,520.95 141.4728% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B 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 NEW INTERCHANGE CONSTRUCTION | | | 0001 105-06845 LUMP| 65000.00000 65000.00| 89086.21000 89086.21| 110000.00000 110000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 910.00000 16380.00| 2035.63000 36641.34| 1800.00000 32400.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 260000.00000 260000.00| 311491.63000 311491.63| 315000.00000 315000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 208000.00000 208000.00| 249193.30000 249193.30| 250000.00000 250000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 5330.000 SYS | 8.00000 42640.00| 3.91000 20840.30| 6.75000 35977.50 PAVEMENT REMOVAL | | | 0008 202-02241 2578.000 LFT | 4.00000 10312.00| 2.65000 6831.70| 2.70000 6960.60 GUARDRAIL, REMOVE | | | 0009 202-04089 10.000 EACH| 100.00000 1000.00| 20.40000 204.00| 20.60000 206.00 SIGN, SHEET, REMOVE | | | 0010 202-99187 11863.000 LFT | 1.00000 11863.00| 0.92000 10913.96| 0.92000 10913.96 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 48505.000 CYS | 5.00000 242525.00| 7.18000 348265.90| 6.70000 324983.50 EXCAVATION, COMMON | | | 0012 203-02070 92650.000 CYS | 3.27000 302965.50| 7.64000 707846.00| 5.20000 481780.00 BORROW | | | 0013 205-06931 27.000 TON | 108.52000 2930.04| 40.31000 1088.37| 58.00000 1566.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06932 504.000 LFT | 7.00000 3528.00| 6.76000 3407.04| 6.30000 3175.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 10.000 EACH| 55.00000 550.00| 55.00000 550.00| 56.38000 563.80 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06935 3.000 EACH| 353.87000 1061.61| 255.12000 765.36| 1345.00000 4035.00 TEMPORARY SEDIMENT BASIN | | | 0017 205-06936 50.000 TON | 78.26000 3913.00| 54.40000 2720.00| 60.00000 3000.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 400.000 LFT | 1.35000 540.00| 2.02000 808.00| 2.07000 828.00 TEMPORARY SILT FENCE | | | 0019 207-07498 50581.000 SYS | 1.46000 73848.26| 3.33000 168434.73| 4.30000 217498.30 SUBGRADE TREATMENT, TYPE A | | | 0020 211-02050 500.000 CYS | 7.50000 3750.00| 20.26000 10130.00| 13.50000 6750.00 B BORROW | | | 0021 211-02060 869.000 CYS | 4.53000 3936.57| 21.75000 18900.75| 13.50000 11731.50 B BORROW FOR STRUCTURE BACKFILL | | | 0022 301-07448 213.000 TON | 18.68000 3978.84| 24.87000 5297.31| 13.00000 2769.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 15540.000 CYS | 19.61000 304739.40| 20.55000 319347.00| 27.00000 419580.00 SUBBASE FOR PCCP | | | 0024 303-01180 11720.000 TON | 8.57000 100440.40| 13.11000 153649.20| 11.40000 133608.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 304-07494 3487.000 TON | 55.80000 194574.60| 44.63000 155624.81| 55.00000 191785.00 WIDENING WITH HMA, TYPE C | | | 0026 306-08041 4200.000 SYS | 2.26000 9492.00| 3.07000 12894.00| 3.73000 15666.00 MILLING, CONCRETE PAVEMENT | | | 0027 401-06264 LUMP| 1296.00000 1296.00| 2000.00000 2000.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0028 401-07334 490.000 TON | 55.00000 26950.00| 73.00000 35770.00| 60.00000 29400.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 810.000 TON | 40.35000 32683.50| 58.00000 46980.00| 55.00000 44550.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 2925.000 TON | 39.00000 114075.00| 39.00000 114075.00| 42.00000 122850.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 406-05520 4.000 TON | 900.00000 3600.00| 200.00000 800.00| 500.00000 2000.00 ASPHALT FOR TACK COAT | | | 0032 501-06266 LUMP| 3601.97000 3601.97| 6802.06000 6802.06| 13000.00000 13000.00 PROFILOGRAPH, PCCP | | | 0033 501-06323 55930.000 SYS | 29.00000 1621970.00| 28.05000 1568836.50| 30.00000 1677900.00 QC/QA-PCCP, 12 IN. | | | 0034 501-06727 LUMP| 10000.00000 10000.00| 3367.35000 3367.35| 12000.00000 12000.00 CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 503-03489 1603.000 EACH| 10.00000 16030.00| 12.00000 19236.00| 5.50000 8816.50 RETROFITTED TIE BARS | | | 0036 503-05240 27970.000 LFT | 6.50000 181805.00| 9.46000 264596.20| 6.56000 183483.20 D-1 CONTRACTION JOINT | | | 0037 503-05310 64.000 LFT | 108.85000 6966.40| 126.80000 8115.20| 61.00000 3904.00 TERMINAL JOINT | | | 0038 601-01522 4.000 EACH| 1400.00000 5600.00| 1428.00000 5712.00| 1435.00000 5740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-05999 1.000 EACH| 50.00000 50.00| 51.00000 51.00| 51.25000 51.25 CURVED TERMINAL END | | | 0040 601-94689 3.000 EACH| 2400.00000 7200.00| 2448.00000 7344.00| 2918.43000 8755.29 GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH| 1000.00000 1000.00| 1020.00000 1020.00| 1025.00000 1025.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 1444.000 LFT | 14.30000 20649.20| 14.59000 21067.96| 14.66000 21169.04 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 603-01932 2254.000 LFT | 18.30000 41248.20| 18.67000 42082.18| 18.76000 42285.04 FENCE, CHAIN LINK, 96 IN. | | | 0044 603-06040 9216.000 LFT | 3.80000 35020.80| 3.88000 35758.08| 3.90000 35942.40 FENCE, FARM FIELD, 47 IN. | | | 0045 605-06095 1700.000 LFT | 10.00000 17000.00| 12.00000 20400.00| 3.59000 6103.00 CURB, INTEGRAL, B, CONCRETE | | | 0046 606-07484 9450.000 LFT | 0.22000 2079.00| 0.16000 1512.00| 0.17000 1606.50 MILLED HMA SHOULDER CORRUGATIONS | | | 0047 606-07485 12845.000 LFT | 0.69000 8863.05| 0.66000 8477.70| 0.67000 8606.15 MILLED PCCP SHOULDER CORRUGATIONS | | | 0048 610-07488 200.000 TON | 59.75000 11950.00| 125.00000 25000.00| 73.00000 14600.00 HMA FOR APPROACHES, TYPE C | | | 0049 615-06490 12.000 EACH| 120.00000 1440.00| 122.40000 1468.80| 123.00000 1476.00 RIGHT OF WAY MARKER | | | 0050 615-06505 3.000 EACH| 350.00000 1050.00| 357.00000 1071.00| 358.75000 1076.25 MONUMENT, B | | | 0051 615-06510 8.000 EACH| 150.00000 1200.00| 153.00000 1224.00| 153.75000 1230.00 MONUMENT, C | | | 0052 615-06515 23.000 EACH| 75.00000 1725.00| 76.50000 1759.50| 76.88000 1768.24 MONUMENT, D | | | 0053 615-06527 2.000 EACH| 150.00000 300.00| 153.00000 306.00| 153.75000 307.50 MONUMENT, SECTION CORNER | | | 0054 616-06405 1503.000 TON | 19.12000 28737.36| 26.50000 39829.50| 29.63000 44533.89 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-01004 1.000 EACH| 500.00000 500.00| 630.00000 630.00| 645.75000 645.75 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-04258 3525.000 LBS | 48.00000 169200.00| 48.50000 170962.50| 47.66000 168001.50 SEED MIXTURE , DP | | | 0057 621-06545 28.000 TON | 300.00000 8400.00| 248.00000 6944.00| 254.20000 7117.60 FERTILIZER | | | 0058 621-06548 200.000 LBS | 45.00000 9000.00| 25.00000 5000.00| 25.63000 5126.00 SEED MIXTURE, CV | | | 0059 621-06553 4930.000 LBS | 2.25000 11092.50| 3.22000 15874.60| 3.30000 16269.00 SEED MIXTURE, R | | | 0060 621-06565 140.000 TON | 300.00000 42000.00| 380.00000 53200.00| 389.50000 54530.00 MULCHING MATERIAL | | | 0061 621-06567 16.000 MG | 10.00000 160.00| 2.50000 40.00| 2.56000 40.96 WATER | | | 0062 621-06574 3949.000 SYS | 2.85000 11254.65| 2.82000 11136.18| 2.89000 11412.61 SODDING | | | 0063 714-26703 96.000 LFT | 300.00000 28800.00| 513.90000 49334.40| 380.00000 36480.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0064 714-44240 12.000 CYS | 650.00000 7800.00| 238.98000 2867.76| 671.00000 8052.00 CONCRETE, A, STRUCTURES | | | 0065 714-94664 170.000 LFT | 150.00000 25500.00| 239.08000 40643.60| 264.00000 44880.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0066 715-03293 188.000 LFT | 200.00000 37600.00| 204.00000 38352.00| 205.00000 38540.00 PIPE, POLYETHYLENE LINER, 48 IN | | | 0067 715-05019 180.000 LFT | 46.62000 8391.60| 63.32000 11397.60| 61.00000 10980.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0068 715-05048 26433.000 LFT | 1.67000 44143.11| 1.64000 43350.12| 2.36000 62381.88 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05049 500.000 LFT | 3.61000 1805.00| 12.25000 6125.00| 12.40000 6200.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0070 715-05051 1000.000 LFT | 6.18000 6180.00| 15.47000 15470.00| 14.00000 14000.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0071 715-05052 3410.000 LFT | 7.79000 26563.90| 20.23000 68984.30| 15.00000 51150.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0072 715-05053 1838.000 LFT | 17.50000 32165.00| 6.71000 12332.98| 8.15000 14979.70 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-05118 1016.000 LFT | 19.00000 19304.00| 29.50000 29972.00| 15.30000 15544.80 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-05121 112.000 LFT | 27.99000 3134.88| 35.08000 3928.96| 50.00000 5600.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0075 715-05123 518.000 LFT | 32.00000 16576.00| 42.96000 22253.28| 48.00000 24864.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0076 715-05127 106.000 LFT | 59.00000 6254.00| 78.49000 8319.94| 67.00000 7102.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0077 715-05149 1240.000 LFT | 20.00000 24800.00| 20.27000 25134.80| 17.50000 21700.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0078 715-05151 162.000 LFT | 31.00000 5022.00| 33.37000 5405.94| 37.00000 5994.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0079 715-05169 38.000 LFT | 25.00000 950.00| 33.36000 1267.68| 46.00000 1748.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0080 715-05173 76.000 LFT | 32.00000 2432.00| 45.21000 3435.96| 37.00000 2812.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0081 715-05244 96.000 LFT | 150.00000 14400.00| 95.00000 9120.00| 128.00000 12288.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0082 715-06819 196.000 LFT | 250.00000 49000.00| 255.00000 49980.00| 256.00000 50176.00 PIPE, POLYEHTYLENE LINER, MIN. AREA | | | 11.6 SFT | | | 0083 715-08256 150.000 LFT | 165.00000 24750.00| 200.00000 30000.00| 188.00000 28200.00 PIPE, TYPE 1, DEFORMED, 26.0 SQ. FT. | | | 0084 715-46000 1.000 EACH| 191.93000 191.93| 489.85000 489.85| 216.00000 216.00 PIPE END SECTION, 12 IN. | | | 0085 715-46005 11.000 EACH| 205.92000 2265.12| 527.55000 5803.05| 246.00000 2706.00 PIPE END SECTION, 15 IN. | | | 0086 715-46010 3.000 EACH| 239.92000 719.76| 565.26000 1695.78| 315.00000 945.00 PIPE END SECTION, 18 IN. | | | 0087 715-46020 11.000 EACH| 458.39000 5042.29| 653.24000 7185.64| 440.00000 4840.00 PIPE END SECTION, 24 IN. | | | 0088 715-46040 4.000 EACH| 587.07000 2348.28| 1080.57000 4322.28| 710.00000 2840.00 PIPE END SECTION, 36 IN. | | | 0089 718-06528 51.000 EACH| 701.49000 35775.99| 320.15000 16327.65| 590.00000 30090.00 OUTLET PROTECTOR, 1 | | | 0090 718-06529 3.000 EACH| 583.57000 1750.71| 320.15000 960.45| 558.00000 1674.00 OUTLET PROTECTOR, 2 | | | 0091 718-06531 25.000 EACH| 583.57000 14589.25| 146.70000 3667.50| 525.00000 13125.00 OUTLET PROTECTOR, 3 | | | 0092 718-06532 3280.000 LFT | 0.90000 2952.00| 0.92000 3017.60| 1.05000 3444.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 2335.000 CYS | 20.61000 48124.35| 28.12000 65660.20| 29.50000 68882.50 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-45025 9.000 EACH| 1452.08000 13068.72| 2444.59000 22001.31| 2100.00000 18900.00 INLET, D6 | | | 0095 720-45410 10.000 EACH| 2167.26000 21672.60| 2538.85000 25388.50| 1905.00000 19050.00 MANHOLE, C4 | | | 0096 801-01093 6.000 EACH| 900.00000 5400.00| 816.00000 4896.00| 820.00000 4920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0097 801-03290 18.000 EACH| 200.00000 3600.00| 280.50000 5049.00| 282.00000 5076.00 CONSTRUCTION SIGN, C | | | 0098 801-04308 8.000 EACH| 145.00000 1160.00| 229.50000 1836.00| 230.00000 1840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06208 1565.000 LFT | 1.06000 1658.90| 1.07000 1674.55| 1.08000 1690.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0100 801-06625 28.000 EACH| 78.00000 2184.00| 69.36000 1942.08| 69.70000 1951.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 56.000 EACH| 135.00000 7560.00| 127.50000 7140.00| 128.00000 7168.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 14.000 EACH| 45.00000 630.00| 51.00000 714.00| 51.25000 717.50 CONSTRUCTION SIGN, B | | | 0103 801-06646 5985.000 LFT | 10.00000 59850.00| 15.70000 93964.50| 25.00000 149625.00 TEMPORARY CONCRETE BARRIER | | | 0104 801-06649 120.000 EACH| 2.50000 300.00| 8.16000 979.20| 8.20000 984.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0105 801-06710 20.000 DAY | 18.00000 360.00| 25.50000 510.00| 26.00000 520.00 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 61087.08000 61087.08| 32946.00000 32946.00| 147000.00000 147000.00 MAINTAINING TRAFFIC | | | 0107 801-07119 240.000 LFT | 17.25000 4140.00| 8.42000 2020.80| 8.46000 2030.40 BARRICADE, III-B | | | 0108 801-09133 2.000 EACH| 6000.00000 12000.00| 7650.00000 15300.00| 7685.00000 15370.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0109 801-94295 6.000 EACH| 251.72000 1510.32| 255.00000 1530.00| 257.00000 1542.00 SIGNAL HEAD, RELOCATE | | | 0110 801-97643 800.000 LFT | 12.35000 9880.00| 5.46000 4368.00| 5.48000 4384.00 TEMPORARY BUZZ STRIPS | | | 0111 802-02475 2.000 EACH| 755.16000 1510.32| 765.00000 1530.00| 770.00000 1540.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0112 802-05701 104.000 LFT | 8.16000 848.64| 8.26000 859.04| 8.30000 863.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 802-05702 771.000 LFT | 5.54000 4271.34| 5.61000 4325.31| 5.64000 4348.44 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0114 802-07057 1973.000 SFT | 14.60000 28805.80| 14.79000 29180.67| 14.80000 29200.40 SIGN, PANEL, WITH LEGEND | | | 0115 802-07137 4.000 EACH| 261.79000 1047.16| 265.20000 1060.80| 266.50000 1066.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII , VIII | | | 0116 802-07151 16.000 EACH| 266.82000 4269.12| 270.30000 4324.80| 272.00000 4352.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0117 802-07153 12.000 EACH| 342.34000 4108.08| 346.80000 4161.60| 348.50000 4182.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0118 802-07159 2.000 EACH| 3473.74000 6947.48| 3519.00000 7038.00| 3535.00000 7070.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0119 802-76025 634.000 SFT | 10.17000 6447.78| 10.30000 6530.20| 10.35000 6561.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0120 802-76045 60.000 SFT | 12.59000 755.40| 12.75000 765.00| 12.81000 768.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0121 802-76065 30.000 LFT | 3.83000 114.90| 3.88000 116.40| 3.90000 117.00 SIGN POST, B | | | 0122 802-76095 9498.000 LBS | 2.32000 22035.36| 2.35000 22320.30| 2.36000 22415.28 STRUCTURAL STEEL, BREAKAWAY | | | 0123 802-76140 2.000 EACH| 14599.76000 29199.52| 14790.00000 29580.00| 14800.00000 29600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0124 802-76175 28.000 LFT | 191.31000 5356.68| 193.80000 5426.40| 194.75000 5453.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0125 802-94715 LUMP| 402.75000 402.75| 408.00000 408.00| 410.00000 410.00 SIGNS, SHEET, REMOVE AND RESET | | | 0126 804-06770 79.000 EACH| 40.28000 3182.12| 16.32000 1289.28| 16.40000 1295.60 DELINEATOR POST | | | 0127 804-06771 173.000 EACH| 20.14000 3484.22| 21.42000 3705.66| 22.00000 3806.00 DELINEATOR POST, FLEXIBLE | | | 0128 806-06539 LUMP| 14549.41000 14549.41| 30939.00000 30939.00| 14862.50000 14862.50 TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1139301 |(3) 35-1917625 |WALSH CONSTR CO. OF ILL |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-03002 525.000 LFT | 0.29000 152.25| 0.46000 241.50| 0.46000 241.50 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0130 808-03631 20814.000 LFT | 0.29000 6036.06| 0.45000 9366.30| 0.45000 9366.30 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0131 808-03632 25296.000 LFT | 0.29000 7335.84| 0.45000 11383.20| 0.45000 11383.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0132 808-05534 3958.000 LFT | 2.00000 7916.00| 0.92000 3641.36| 0.92000 3641.36 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0133 808-06194 348.000 LFT | 3.50000 1218.00| 4.08000 1419.84| 4.10000 1426.80 LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0134 808-06716 21265.000 LFT | 0.24000 5103.60| 0.24000 5103.60| 0.25000 5316.25 LINE, REMOVE | | | 0135 808-07592 7847.000 LFT | 0.01000 78.47| 0.56000 4394.32| 0.56000 4394.32 LINE, EPOXY, SOLID, WHITE, 5 IN. | | | 0136 808-74804 812.000 LFT | 0.38000 308.56| 0.61000 495.32| 0.62000 503.44 LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0137 808-74805 190.000 LFT | 7.45000 1415.50| 8.16000 1550.40| 8.20000 1558.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0138 808-74807 1.000 EACH| 100.00000 100.00| 117.30000 117.30| 118.00000 118.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0139 808-74808 1.000 EACH| 110.00000 110.00| 168.30000 168.30| 169.00000 169.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0140 808-74811 2363.000 LFT | 0.60000 1417.80| 0.56000 1323.28| 0.56000 1323.28 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0141 808-75996 120.000 EACH| 5.71000 685.20| 5.71000 685.20| 5.74000 688.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 808-75998 545.000 EACH| 19.00000 10355.00| 18.87000 10284.15| 19.00000 10355.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0143 808-98000 881.000 LFT | 2.00000 1762.00| 0.92000 810.52| 0.92000 810.52 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0144 108-01614 LUMP| 8150.00000 8150.00| 15822.00000 15822.00| 8400.00000 8400.00 PARTNERING OVERHEAD | | | 0145 801-06207 22100.000 LFT | 0.79000 17459.00| 0.77000 17017.00| 0.77000 17017.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 5,236,000.00| $ 6,229,832.53| $ 6,329,430.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,236,000.00| $ 6,229,832.53| $ 6,329,430.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW INTERCHANGE CONSTRUCTION | | | 0001 105-06845 LUMP| 150000.00000 150000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 3200.00000 57600.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 572400.00000 572400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 183100.00000 183100.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 5330.000 SYS | 4.00000 21320.00| | PAVEMENT REMOVAL | | | 0008 202-02241 2578.000 LFT | 3.00000 7734.00| | GUARDRAIL, REMOVE | | | 0009 202-04089 10.000 EACH| 46.76000 467.60| | SIGN, SHEET, REMOVE | | | 0010 202-99187 11863.000 LFT | 1.00000 11863.00| | FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 48505.000 CYS | 4.37000 211966.85| | EXCAVATION, COMMON | | | 0012 203-02070 92650.000 CYS | 7.27000 673565.50| | BORROW | | | 0013 205-06931 27.000 TON | 76.74000 2071.98| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 504.000 LFT | 7.53000 3795.12| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 10.000 EACH| 61.23000 612.30| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06935 3.000 EACH| 2500.00000 7500.00| | TEMPORARY SEDIMENT BASIN | | | 0017 205-06936 50.000 TON | 99.74000 4987.00| | TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 400.000 LFT | 2.25000 900.00| | TEMPORARY SILT FENCE | | | 0019 207-07498 50581.000 SYS | 1.25000 63226.25| | SUBGRADE TREATMENT, TYPE A | | | 0020 211-02050 500.000 CYS | 6.27000 3135.00| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-02060 869.000 CYS | 0.01000 8.69| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 301-07448 213.000 TON | 37.15000 7912.95| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 15540.000 CYS | 26.62000 413674.80| | SUBBASE FOR PCCP | | | 0024 303-01180 11720.000 TON | 11.66000 136655.20| | COMPACTED AGGREGATE, NO. 53 | | | 0025 304-07494 3487.000 TON | 58.81000 205070.47| | WIDENING WITH HMA, TYPE C | | | 0026 306-08041 4200.000 SYS | 1.89000 7938.00| | MILLING, CONCRETE PAVEMENT | | | 0027 401-06264 LUMP| 1765.00000 1765.00| | PROFILOGRAPH, HMA | | | 0028 401-07334 490.000 TON | 65.00000 31850.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 810.000 TON | 48.00000 38880.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 2925.000 TON | 40.00000 117000.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 406-05520 4.000 TON | 1650.00000 6600.00| | ASPHALT FOR TACK COAT | | | 0032 501-06266 LUMP| 3535.00000 3535.00| | PROFILOGRAPH, PCCP | | | 0033 501-06323 55930.000 SYS | 41.47000 2319417.10| | QC/QA-PCCP, 12 IN. | | | 0034 501-06727 LUMP| 1430.00000 1430.00| | CORING, PCCP | | | 0035 503-03489 1603.000 EACH| 11.58000 18562.74| | RETROFITTED TIE BARS | | | 0036 503-05240 27970.000 LFT | 10.43000 291727.10| | D-1 CONTRACTION JOINT | | | 0037 503-05310 64.000 LFT | 115.41000 7386.24| | TERMINAL JOINT | | | 0038 601-01522 4.000 EACH| 1558.64000 6234.56| | GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-05999 1.000 EACH| 55.67000 55.67| | CURVED TERMINAL END | | | 0040 601-94689 3.000 EACH| 2671.95000 8015.85| | GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH| 1113.31000 1113.31| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-99105 1444.000 LFT | 15.92000 22988.48| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 603-01932 2254.000 LFT | 20.37000 45913.98| | FENCE, CHAIN LINK, 96 IN. | | | 0044 603-06040 9216.000 LFT | 4.23000 38983.68| | FENCE, FARM FIELD, 47 IN. | | | 0045 605-06095 1700.000 LFT | 12.69000 21573.00| | CURB, INTEGRAL, B, CONCRETE | | | 0046 606-07484 9450.000 LFT | 0.97000 9166.50| | MILLED HMA SHOULDER CORRUGATIONS | | | 0047 606-07485 12845.000 LFT | 1.01000 12973.45| | MILLED PCCP SHOULDER CORRUGATIONS | | | 0048 610-07488 200.000 TON | 108.83000 21766.00| | HMA FOR APPROACHES, TYPE C | | | 0049 615-06490 12.000 EACH| 133.60000 1603.20| | RIGHT OF WAY MARKER | | | 0050 615-06505 3.000 EACH| 389.66000 1168.98| | MONUMENT, B | | | 0051 615-06510 8.000 EACH| 167.00000 1336.00| | MONUMENT, C | | | 0052 615-06515 23.000 EACH| 83.50000 1920.50| | MONUMENT, D | | | 0053 615-06527 2.000 EACH| 167.00000 334.00| | MONUMENT, SECTION CORNER | | | 0054 616-06405 1503.000 TON | 26.51000 39844.53| | RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH| 701.39000 701.39| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-04258 3525.000 LBS | 51.77000 182489.25| | SEED MIXTURE , DP | | | 0057 621-06545 28.000 TON | 276.10000 7730.80| | FERTILIZER | | | 0058 621-06548 200.000 LBS | 27.83000 5566.00| | SEED MIXTURE, CV | | | 0059 621-06553 4930.000 LBS | 3.58000 17649.40| | SEED MIXTURE, R | | | 0060 621-06565 140.000 TON | 423.06000 59228.40| | MULCHING MATERIAL | | | 0061 621-06567 16.000 MG | 2.78000 44.48| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 621-06574 3949.000 SYS | 3.14000 12399.86| | SODDING | | | 0063 714-26703 96.000 LFT | 450.00000 43200.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0064 714-44240 12.000 CYS | 480.00000 5760.00| | CONCRETE, A, STRUCTURES | | | 0065 714-94664 170.000 LFT | 165.00000 28050.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0066 715-03293 188.000 LFT | 225.00000 42300.00| | PIPE, POLYETHYLENE LINER, 48 IN | | | 0067 715-05019 180.000 LFT | 60.00000 10800.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0068 715-05048 26433.000 LFT | 2.60000 68725.80| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05049 500.000 LFT | 20.00000 10000.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0070 715-05051 1000.000 LFT | 20.00000 20000.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0071 715-05052 3410.000 LFT | 23.26000 79316.60| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0072 715-05053 1838.000 LFT | 8.85000 16266.30| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-05118 1016.000 LFT | 23.28000 23652.48| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0074 715-05121 112.000 LFT | 32.81000 3674.72| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0075 715-05123 518.000 LFT | 36.71000 19015.78| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0076 715-05127 106.000 LFT | 75.56000 8009.36| | PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0077 715-05149 1240.000 LFT | 23.26000 28842.40| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0078 715-05151 162.000 LFT | 27.03000 4378.86| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0079 715-05169 38.000 LFT | 32.79000 1246.02| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0080 715-05173 76.000 LFT | 37.97000 2885.72| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0081 715-05244 96.000 LFT | 163.27000 15673.92| | PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 715-06819 196.000 LFT | 278.33000 54552.68| | PIPE, POLYEHTYLENE LINER, MIN. AREA | | | 11.6 SFT | | | 0083 715-08256 150.000 LFT | 314.17000 47125.50| | PIPE, TYPE 1, DEFORMED, 26.0 SQ. FT. | | | 0084 715-46000 1.000 EACH| 294.76000 294.76| | PIPE END SECTION, 12 IN. | | | 0085 715-46005 11.000 EACH| 312.55000 3438.05| | PIPE END SECTION, 15 IN. | | | 0086 715-46010 3.000 EACH| 344.85000 1034.55| | PIPE END SECTION, 18 IN. | | | 0087 715-46020 11.000 EACH| 534.10000 5875.10| | PIPE END SECTION, 24 IN. | | | 0088 715-46040 4.000 EACH| 845.54000 3382.16| | PIPE END SECTION, 36 IN. | | | 0089 718-06528 51.000 EACH| 850.00000 43350.00| | OUTLET PROTECTOR, 1 | | | 0090 718-06529 3.000 EACH| 850.00000 2550.00| | OUTLET PROTECTOR, 2 | | | 0091 718-06531 25.000 EACH| 700.00000 17500.00| | OUTLET PROTECTOR, 3 | | | 0092 718-06532 3280.000 LFT | 1.00000 3280.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 2335.000 CYS | 32.00000 74720.00| | AGGREGATE FOR UNDERDRAINS | | | 0094 720-45025 9.000 EACH| 2359.07000 21231.63| | INLET, D6 | | | 0095 720-45410 10.000 EACH| 1941.58000 19415.80| | MANHOLE, C4 | | | 0096 801-01093 6.000 EACH| 890.65000 5343.90| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0097 801-03290 18.000 EACH| 306.16000 5510.88| | CONSTRUCTION SIGN, C | | | 0098 801-04308 8.000 EACH| 250.50000 2004.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06208 1565.000 LFT | 1.17000 1831.05| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0100 801-06625 28.000 EACH| 75.71000 2119.88| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 801-06640 56.000 EACH| 139.16000 7792.96| | CONSTRUCTION SIGN, A | | | 0102 801-06645 14.000 EACH| 55.67000 779.38| | CONSTRUCTION SIGN, B | | | 0103 801-06646 5985.000 LFT | 16.55000 99051.75| | TEMPORARY CONCRETE BARRIER | | | 0104 801-06649 120.000 EACH| 8.91000 1069.20| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0105 801-06710 20.000 DAY | 27.83000 556.60| | FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 200000.00000 200000.00| | MAINTAINING TRAFFIC | | | 0107 801-07119 240.000 LFT | 9.18000 2203.20| | BARRICADE, III-B | | | 0108 801-09133 2.000 EACH| 8349.85000 16699.70| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0109 801-94295 6.000 EACH| 89.07000 534.42| | SIGNAL HEAD, RELOCATE | | | 0110 801-97643 800.000 LFT | 5.96000 4768.00| | TEMPORARY BUZZ STRIPS | | | 0111 802-02475 2.000 EACH| 974.15000 1948.30| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0112 802-05701 104.000 LFT | 9.57000 995.28| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-05702 771.000 LFT | 7.79000 6006.09| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0114 802-07057 1973.000 SFT | 17.26000 34053.98| | SIGN, PANEL, WITH LEGEND | | | 0115 802-07137 4.000 EACH| 261.63000 1046.52| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII , VIII | | | 0116 802-07151 16.000 EACH| 261.63000 4186.08| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0117 802-07153 12.000 EACH| 311.73000 3740.76| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0118 802-07159 2.000 EACH| 2504.96000 5009.92| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 802-76025 634.000 SFT | 12.14000 7696.76| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0120 802-76045 60.000 SFT | 15.59000 935.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0121 802-76065 30.000 LFT | 16.14000 484.20| | SIGN POST, B | | | 0122 802-76095 9498.000 LBS | 1.67000 15861.66| | STRUCTURAL STEEL, BREAKAWAY | | | 0123 802-76140 2.000 EACH| 16031.71000 32063.42| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0124 802-76175 28.000 LFT | 172.56000 4831.68| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0125 802-94715 LUMP| 951.88000 951.88| | SIGNS, SHEET, REMOVE AND RESET | | | 0126 804-06770 79.000 EACH| 17.81000 1406.99| | DELINEATOR POST | | | 0127 804-06771 173.000 EACH| 23.38000 4044.74| | DELINEATOR POST, FLEXIBLE | | | 0128 806-06539 LUMP| 12803.10000 12803.10| | TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0129 808-03002 525.000 LFT | 0.50000 262.50| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0130 808-03631 20814.000 LFT | 0.49000 10198.86| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0131 808-03632 25296.000 LFT | 0.49000 12395.04| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0132 808-05534 3958.000 LFT | 1.00000 3958.00| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0133 808-06194 348.000 LFT | 4.45000 1548.60| | LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0134 808-06716 21265.000 LFT | 0.27000 5741.55| | LINE, REMOVE | | | 0135 808-07592 7847.000 LFT | 0.61000 4786.67| | LINE, EPOXY, SOLID, WHITE, 5 IN. | | | 0136 808-74804 812.000 LFT | 0.67000 544.04| | LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0137 808-74805 190.000 LFT | 8.91000 1692.90| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 201 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,311,085.53 ROUTE : 65 CALL ORDER : 201 CONTRACT ID : R -27605-A COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 808-74807 1.000 EACH| 128.03000 128.03| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0139 808-74808 1.000 EACH| 183.70000 183.70| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0140 808-74811 2363.000 LFT | 0.61000 1441.43| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0141 808-75996 120.000 EACH| 6.23000 747.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 808-75998 545.000 EACH| 20.60000 11227.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0143 808-98000 881.000 LFT | 1.00000 881.00| | LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0144 108-01614 LUMP| 9100.00000 9100.00| | PARTNERING OVERHEAD | | | 0145 801-06207 22100.000 LFT | 0.83000 18343.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 7,407,520.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,407,520.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 207,128.00 ROUTE : SR 43 CALL ORDER : 207 CONTRACT ID : R -27629-A COUNTIES : TIPPECANOE LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 02/25/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 081600C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 132,828.00 100.0000% ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF STRUCTURES, REMOVAL OF UST'S | | | 0001 110-01001 LUMP| 6600.00000 6600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-01347 3.000 EACH| 7000.00000 21000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , 6K TO 10K GAL CAPACITY | | | 0003 202-03000 LUMP| 50036.50000 50036.50| | HOUSES AND BUILDINGS, REMOVE | | | 0004 202-04890 1.000 EACH| 3000.00000 3000.00| | WELL MONITOR | | | 0005 202-05544 1200.000 GAL | 1.05000 1260.00| | REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0006 202-05545 540.000 CYS | 30.00000 16200.00| | REGULATED MATERIALS, DISPOSE, C | | | 0007 202-05549 1200.000 GAL | 1.50000 1800.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0008 202-05550 540.000 CYS | 27.00000 14580.00| | REGULATED MATERIALS, REMOVE, C | | | 0009 202-05554 1200.000 GAL | 0.55000 660.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0010 202-05555 540.000 CYS | 25.00000 13500.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-08192 110.000 GAL | 7.85000 863.50| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0012 210-05877 23.000 EACH| 115.00000 2645.00| | TESTING FOR WASTE, TPH, 48 HR RESULTS | | | 0013 210-05877 6.000 EACH| 43.00000 258.00| | TESTING FOR WASTE, WATER, BTEX-MTBE | | | 0014 621-06559 500.000 SYS | 0.85000 425.00| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 207 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 207,128.00 ROUTE : SR 43 CALL ORDER : 207 CONTRACT ID : R -27629-A COUNTIES : TIPPECANOE LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 132,828.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,828.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 209 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,380.00 ROUTE : US 231 CALL ORDER : 209 CONTRACT ID : R -27631-B COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 04/22/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 070300A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING INC. $ 76,070.00 100.0000% 2 35-1801998 CLR, INC. $ 88,950.00 116.9317% 3 35-1874009 HAUER EXCAVATING $ 98,796.00 129.8751% 4 35-1134435 FOERTSCH CONSTRUCTION $ 136,174.38 179.0119% ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1801998 |(3) 35-1874009 |KOBERSTEIN TRUCKING INC. |CLR, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 3800.00000 3800.00| 4200.00000 4200.00| 4200.00000 4200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1296.00000 1296.00 HOUSES AND BUILDINGS, REMOVE , 33x12 | | | POLE BARN, PARCEL NO. 35 | | | 0003 202-03000 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , 36x28 | | | DETACHED GARAGE, PARCEL NO. 35 | | | 0004 202-03000 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 1600.00000 1600.00 HOUSES AND BUILDINGS, REMOVE , GARAGE, | | | PARCEL NO. 4 | | | 0005 202-03000 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 12700.00000 12700.00 HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 35 | | | 0006 202-03000 LUMP| 5500.00000 5500.00| 9000.00000 9000.00| 8750.00000 8750.00 HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 4 | | | 0007 202-03000 LUMP| 5600.00000 5600.00| 4500.00000 4500.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 43 | | | 0008 202-03000 LUMP| 12100.00000 12100.00| 12000.00000 12000.00| 16750.00000 16750.00 HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 7 | | | 0009 202-03000 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , MINI | | | BARN AND DECK, PARCEL NO. 48 | | | 0010 202-03000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 4950.00000 4950.00 HOUSES AND BUILDINGS, REMOVE , MOBILE | | | HOME, PARCEL NO. 19 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 209 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,380.00 ROUTE : US 231 CALL ORDER : 209 CONTRACT ID : R -27631-B COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1801998 |(3) 35-1874009 |KOBERSTEIN TRUCKING INC. |CLR, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| 4950.00000 4950.00 HOUSES AND BUILDINGS, REMOVE , MOBILE | | | HOME, SHED, PARCEL NO. 37 | | | 0012 202-03000 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 4800.00000 4800.00 HOUSES AND BUILDINGS, REMOVE , OLD | | | DWELLING, PARCEL NO. 19 | | | 0013 202-03000 LUMP| 3200.00000 3200.00| 3500.00000 3500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN AND GRAIN BIN, PARCEL NO. 17 | | | 0014 202-03000 LUMP| 6420.00000 6420.00| 5000.00000 5000.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN, SHED, DEBRIS, PARCEL NO. 13 | | | 0015 202-03000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN, SHEDS, PARCEL NO. 19 | | | 0016 202-03000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , SHEDS, | | | PARCEL NO. 35 | | | 0017 621-06559 5000.000 SYS | 1.15000 5750.00| 0.95000 4750.00| 0.80000 4000.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 76,070.00| $ 88,950.00| $ 98,796.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,070.00| $ 88,950.00| $ 98,796.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 209 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,380.00 ROUTE : US 231 CALL ORDER : 209 CONTRACT ID : R -27631-B COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 | | |FOERTSCH CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 15669.00000 15669.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 3190.00000 3190.00| | HOUSES AND BUILDINGS, REMOVE , 33x12 | | | POLE BARN, PARCEL NO. 35 | | | 0003 202-03000 LUMP| 5060.80000 5060.80| | HOUSES AND BUILDINGS, REMOVE , 36x28 | | | DETACHED GARAGE, PARCEL NO. 35 | | | 0004 202-03000 LUMP| 3343.60000 3343.60| | HOUSES AND BUILDINGS, REMOVE , GARAGE, | | | PARCEL NO. 4 | | | 0005 202-03000 LUMP| 24809.50000 24809.50| | HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 35 | | | 0006 202-03000 LUMP| 11118.22000 11118.22| | HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 4 | | | 0007 202-03000 LUMP| 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 43 | | | 0008 202-03000 LUMP| 15794.88000 15794.88| | HOUSES AND BUILDINGS, REMOVE , HOME, | | | PARCEL NO. 7 | | | 0009 202-03000 LUMP| 3343.60000 3343.60| | HOUSES AND BUILDINGS, REMOVE , MINI | | | BARN AND DECK, PARCEL NO. 48 | | | 0010 202-03000 LUMP| 5239.20000 5239.20| | HOUSES AND BUILDINGS, REMOVE , MOBILE | | | HOME, PARCEL NO. 19 | | | 0011 202-03000 LUMP| 6238.78000 6238.78| | HOUSES AND BUILDINGS, REMOVE , MOBILE | | | HOME, SHED, PARCEL NO. 37 | | | 0012 202-03000 LUMP| 5764.80000 5764.80| | HOUSES AND BUILDINGS, REMOVE , OLD | | | DWELLING, PARCEL NO. 19 | | | 0013 202-03000 LUMP| 11420.80000 11420.80| | HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN AND GRAIN BIN, PARCEL NO. 17 | | | 0014 202-03000 LUMP| 9798.20000 9798.20| | HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN, SHED, DEBRIS, PARCEL NO. 13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 209 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,380.00 ROUTE : US 231 CALL ORDER : 209 CONTRACT ID : R -27631-B COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 | | |FOERTSCH CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-03000 LUMP| 5193.60000 5193.60| | HOUSES AND BUILDINGS, REMOVE , POLE | | | BARN, SHEDS, PARCEL NO. 19 | | | 0016 202-03000 LUMP| 3938.40000 3938.40| | HOUSES AND BUILDINGS, REMOVE , SHEDS, | | | PARCEL NO. 35 | | | 0017 621-06559 5000.000 SYS | 1.25000 6250.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 136,174.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,174.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,997,891.61 ROUTE : 69 CALL ORDER : 211 CONTRACT ID : R -27641-A COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691109 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,999,854.50 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,192,486.05 109.6322% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,674,901.60 133.7548% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PCCP PATCHING AND CRACK AND JOINT ROUT AND SEAL | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 26200.00000 26200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| 1850.00000 18500.00| 2200.00000 22000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 99950.00000 99950.00| 109500.00000 109500.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-05821 303.000 STA | 460.00000 139380.00| 700.00000 212100.00| 525.00000 159075.00 CLEARING AND GRUBBING | | | 0007 202-94954 15.000 LFT | 320.00000 4800.00| 200.00000 3000.00| 125.00000 1875.00 BARRIER WALL, CONCRETE, REMOVE | | | 0008 202-95027 2.000 EACH| 640.00000 1280.00| 3000.00000 6000.00| 600.00000 1200.00 IMPACT ATTENUATOR, REMOVE | | | 0009 303-60012 10.000 TON | 60.00000 600.00| 80.00000 800.00| 90.00000 900.00 AGGREGATE, 2 | | | 0010 304-07783 226.000 TON | 375.00000 84750.00| 465.00000 105090.00| 600.00000 135600.00 HMA PATCHING, TYPE D | | | 0011 306-08034 11012.000 SYS | 7.50000 82590.00| 8.00000 88096.00| 8.00000 88096.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08039 3784.000 SYS | 16.00000 60544.00| 4.50000 17028.00| 14.00000 52976.00 MILLING, ASPHALT REMOVAL | | | 0013 401-06264 LUMP| 3000.00000 3000.00| 3100.00000 3100.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0014 401-07337 998.000 TON | 135.00000 134730.00| 145.00000 144710.00| 245.00000 244510.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,997,891.61 ROUTE : 69 CALL ORDER : 211 CONTRACT ID : R -27641-A COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07405 1254.000 TON | 60.00000 75240.00| 63.00000 79002.00| 108.00000 135432.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0016 406-05520 6.000 TON | 175.00000 1050.00| 185.00000 1110.00| 140.00000 840.00 ASPHALT FOR TACK COAT | | | 0017 503-05310 1056.000 LFT | 78.00000 82368.00| 110.00000 116160.00| 81.00000 85536.00 TERMINAL JOINT | | | 0018 506-06333 1820.000 SYS | 95.00000 172900.00| 150.00000 273000.00| 175.00000 318500.00 PCCP PATCHING, FULL DEPTH | | | 0019 506-06334 12.000 SYS | 260.00000 3120.00| 400.00000 4800.00| 650.00000 7800.00 PCCP PATCHING, PARTIAL DEPTH | | | 0020 507-07482 163192.000 LFT | 1.50000 244788.00| 1.55000 252947.60| 1.30000 212149.60 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0021 601-06224 2.000 EACH| 42600.00000 85200.00| 45000.00000 90000.00| 39750.00000 79500.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0023 609-06257 28.000 SYS | 350.00000 9800.00| 300.00000 8400.00| 325.00000 9100.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0024 616-02320 675.000 SYS | 1.70000 1147.50| 6.00000 4050.00| 5.00000 3375.00 GEOTEXTILES | | | 0025 616-06405 200.000 TON | 50.00000 10000.00| 34.00000 6800.00| 42.00000 8400.00 RIPRAP, REVETMENT | | | 0026 616-06451 70.000 TON | 60.00000 4200.00| 40.00000 2800.00| 79.00000 5530.00 RIPRAP, UNIFORM | | | 0027 621-01004 28.000 EACH| 240.00000 6720.00| 325.00000 9100.00| 350.00000 9800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 63535.000 SYS | 0.64000 40662.40| 0.25000 15883.75| 0.92000 58452.20 MULCHED SEEDING, R | | | 0029 724-02221 720.000 LFT | 150.00000 108000.00| 185.00000 133200.00| 300.00000 216000.00 EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0030 725-06857 648.000 LFT | 62.00000 40176.00| 60.00000 38880.00| 56.00000 36288.00 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0031 725-06858 483.000 LFT | 125.00000 60375.00| 100.00000 48300.00| 93.00000 44919.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0032 725-06861 178.000 LFT | 180.00000 32040.00| 185.00000 32930.00| 173.00000 30794.00 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | 0033 725-06865 1064.000 LFT | 41.00000 43624.00| 33.00000 35112.00| 29.00000 30856.00 PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0034 725-06867 476.000 LFT | 47.00000 22372.00| 47.00000 22372.00| 43.00000 20468.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,997,891.61 ROUTE : 69 CALL ORDER : 211 CONTRACT ID : R -27641-A COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 725-07648 156.000 LFT | 140.00000 21840.00| 165.00000 25740.00| 155.00000 24180.00 PIPE LINER, THERMOPLASTIC, AREA 4.5 SFT.| | | 0036 725-08226 198.000 LFT | 44.00000 8712.00| 23.00000 4554.00| 21.00000 4158.00 PIPE LINER, THERMOPLASTIC, 8 IN. | | | 0037 725-08227 159.000 LFT | 125.00000 19875.00| 145.00000 23055.00| 132.00000 20988.00 PIPE LINER, THERMOPLASTIC, AREA 3.3 SFT.| | | 0038 801-01093 2.000 EACH| 910.00000 1820.00| 1500.00000 3000.00| 6000.00000 12000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06640 60.000 EACH| 150.00000 9000.00| 180.00000 10800.00| 200.00000 12000.00 CONSTRUCTION SIGN, A | | | 0040 801-06710 360.000 DAY | 15.00000 5400.00| 12.75000 4590.00| 15.00000 5400.00 FLASHING ARROW SIGN | | | 0041 801-06775 LUMP| 207500.00000 207500.00| 141500.00000 141500.00| 355000.00000 355000.00 MAINTAINING TRAFFIC | | | 0042 801-07215 360.000 DAY | 36.00000 12960.00| 40.00000 14400.00| 85.00000 30600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0043 808-06702 3276.000 LFT | 0.43000 1408.68| 0.95000 3112.20| 0.65000 2129.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0044 808-06703 13103.000 LFT | 0.32000 4192.96| 0.75000 9827.25| 0.40000 5241.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0045 808-75245 13103.000 LFT | 0.32000 4192.96| 0.75000 9827.25| 0.40000 5241.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 808-75996 164.000 EACH| 14.00000 2296.00| 1.75000 287.00| 18.00000 2952.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 164.000 EACH| 32.00000 5248.00| 55.00000 9020.00| 29.50000 4838.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,999,854.50| $ 2,192,486.05| $ 2,674,901.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,999,854.50| $ 2,192,486.05| $ 2,674,901.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,371,482.87 ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -27642-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703252 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 3,480,845.85 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,963,000.00 113.8516% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,996,665.65 114.8188% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,216,387.40 121.1311% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,268,949.50 122.6411% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 05-0558668 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PCCP PATCHING AND ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 39000.00000 39000.00| 15000.00000 15000.00| 31443.70000 31443.70 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1600.00000 19200.00| 2000.00000 24000.00| 1038.26000 12459.12 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 175000.00000 175000.00| 195548.07000 195548.07| 199833.28000 199833.28 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-05821 303.000 STA | 450.00000 136350.00| 515.00000 156045.00| 319.06000 96675.18 CLEARING AND GRUBBING | | | 0007 202-94954 15.000 LFT | 106.42000 1596.30| 87.00000 1305.00| 38.31000 574.65 BARRIER WALL, CONCRETE, REMOVE | | | 0008 202-95027 2.000 EACH| 1500.00000 3000.00| 1000.00000 2000.00| 1414.97000 2829.94 IMPACT ATTENUATOR, REMOVE | | | 0009 304-07783 173.000 TON | 300.00000 51900.00| 455.00000 78715.00| 234.78000 40616.94 HMA PATCHING, TYPE D | | | 0010 306-08039 20104.000 SYS | 6.00000 120624.00| 3.95000 79410.80| 5.34000 107355.36 MILLING, ASPHALT REMOVAL | | | 0011 401-06264 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 2096.25000 2096.25 PROFILOGRAPH, HMA | | | 0012 401-07337 1659.000 TON | 150.00000 248850.00| 101.00000 167559.00| 142.54000 236473.86 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0013 401-07405 3317.000 TON | 61.00000 202337.00| 43.00000 142631.00| 57.65000 191225.05 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,371,482.87 ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -27642-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 05-0558668 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 5.000 TON | 250.00000 1250.00| 140.00000 700.00| 209.62000 1048.10 ASPHALT FOR TACK COAT | | | 0015 503-05310 2920.000 LFT | 35.70000 104244.00| 66.00000 192720.00| 37.42000 109266.40 TERMINAL JOINT | | | 0016 506-06333 12602.000 SYS | 77.00000 970354.00| 109.00000 1373618.00| 139.61000 1759365.22 PCCP PATCHING, FULL DEPTH | | | 0017 506-06334 48.000 SYS | 166.00000 7968.00| 495.00000 23760.00| 166.20000 7977.60 PCCP PATCHING, PARTIAL DEPTH | | | 0018 507-07482 703327.000 LFT | 1.19000 836959.13| 1.28000 900258.56| 1.12000 787726.24 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0019 601-06224 2.000 EACH| 41792.12000 83584.24| 37300.00000 74600.00| 39095.01000 78190.02 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0021 609-06257 219.000 SYS | 124.09000 27175.71| 140.00000 30660.00| 63.66000 13941.54 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0022 617-99171 232.000 LFT | 54.06000 12541.92| 105.00000 24360.00| 41.00000 9512.00 REPLACEMENT OF SEAL FOR EXPANSION JOINT,| | | SS | | | 0023 621-01004 38.000 EACH| 850.00000 32300.00| 850.00000 32300.00| 524.06000 19914.28 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 33612.000 SYS | 0.93000 31259.16| 0.86000 28906.32| 1.21000 40670.52 MULCHED SEEDING, R | | | 0025 724-04163 584.000 LFT | 54.06000 31571.04| 102.00000 59568.00| 26.58000 15522.72 STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0026 801-01093 2.000 EACH| 2500.00000 5000.00| 6000.00000 12000.00| 969.51000 1939.02 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-06640 50.000 EACH| 113.54000 5677.00| 200.00000 10000.00| 110.05000 5502.50 CONSTRUCTION SIGN, A | | | 0028 801-06710 360.000 DAY | 25.00000 9000.00| 13.00000 4680.00| 12.58000 4528.80 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 267000.00000 267000.00| 280000.00000 280000.00| 179064.81000 179064.81 MAINTAINING TRAFFIC | | | 0030 801-07215 360.000 DAY | 36.76000 13233.60| 38.00000 13680.00| 35.64000 12830.40 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 808-06702 6025.000 LFT | 0.55000 3313.75| 0.89000 5362.25| 0.43000 2590.75 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0032 808-06703 14460.000 LFT | 0.55000 7953.00| 0.71000 10266.60| 0.31000 4482.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,371,482.87 ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -27642-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 05-0558668 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75245 9640.000 LFT | 0.55000 5302.00| 0.71000 6844.40| 0.32000 3084.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75996 300.000 EACH| 25.00000 7500.00| 15.00000 4500.00| 9.43000 2829.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 300.000 EACH| 56.00000 16800.00| 30.00000 9000.00| 50.31000 15093.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,480,845.85| $ 3,963,000.00| $ 3,996,665.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,480,845.85| $ 3,963,000.00| $ 3,996,665.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,371,482.87 ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -27642-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PCCP PATCHING AND ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 41000.00000 41000.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1400.00000 16800.00| 1500.00000 18000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 208000.00000 208000.00| 210000.00000 210000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-05821 303.000 STA | 400.00000 121200.00| 600.00000 181800.00| CLEARING AND GRUBBING | | | 0007 202-94954 15.000 LFT | 200.00000 3000.00| 200.00000 3000.00| BARRIER WALL, CONCRETE, REMOVE | | | 0008 202-95027 2.000 EACH| 505.00000 1010.00| 2500.00000 5000.00| IMPACT ATTENUATOR, REMOVE | | | 0009 304-07783 173.000 TON | 224.00000 38752.00| 450.00000 77850.00| HMA PATCHING, TYPE D | | | 0010 306-08039 20104.000 SYS | 5.10000 102530.40| 8.50000 170884.00| MILLING, ASPHALT REMOVAL | | | 0011 401-06264 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0012 401-07337 1659.000 TON | 136.00000 225624.00| 125.00000 207375.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0013 401-07405 3317.000 TON | 55.00000 182435.00| 63.00000 208971.00| QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0014 406-05520 5.000 TON | 200.00000 1000.00| 200.00000 1000.00| ASPHALT FOR TACK COAT | | | 0015 503-05310 2920.000 LFT | 35.70000 104244.00| 100.00000 292000.00| TERMINAL JOINT | | | 0016 506-06333 12602.000 SYS | 99.50000 1253899.00| 110.00000 1386220.00| PCCP PATCHING, FULL DEPTH | | | 0017 506-06334 48.000 SYS | 212.00000 10176.00| 400.00000 19200.00| PCCP PATCHING, PARTIAL DEPTH | | | 0018 507-07482 703327.000 LFT | 1.50000 1054990.50| 1.35000 949491.45| CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0019 601-06224 2.000 EACH| 40000.00000 80000.00| 45000.00000 90000.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0021 609-06257 219.000 SYS | 148.00000 32412.00| 200.00000 43800.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,371,482.87 ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -27642-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 617-99171 232.000 LFT | 175.00000 40600.00| 32.00000 7424.00| REPLACEMENT OF SEAL FOR EXPANSION JOINT,| | | SS | | | 0023 621-01004 38.000 EACH| 525.00000 19950.00| 900.00000 34200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 33612.000 SYS | 1.20000 40334.40| 0.90000 30250.80| MULCHED SEEDING, R | | | 0025 724-04163 584.000 LFT | 165.00000 96360.00| 80.00000 46720.00| STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0026 801-01093 2.000 EACH| 950.00000 1900.00| 1000.00000 2000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-06640 50.000 EACH| 110.00000 5500.00| 125.00000 6250.00| CONSTRUCTION SIGN, A | | | 0028 801-06710 360.000 DAY | 12.60000 4536.00| 13.00000 4680.00| FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 487085.00000 487085.00| 180000.00000 180000.00| MAINTAINING TRAFFIC | | | 0030 801-07215 360.000 DAY | 36.00000 12960.00| 36.00000 12960.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 808-06702 6025.000 LFT | 0.42000 2530.50| 0.45000 2711.25| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0032 808-06703 14460.000 LFT | 0.33000 4771.80| 0.35000 5061.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0033 808-75245 9640.000 LFT | 0.32000 3084.80| 0.35000 3374.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75996 300.000 EACH| 9.00000 2700.00| 1.75000 525.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 300.000 EACH| 50.00000 15000.00| 50.00000 15000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,216,387.40| $ 4,268,949.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,216,387.40| $ 4,268,949.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 207,204.00 ROUTE : 231 CALL ORDER : 231 CONTRACT ID : R -27677-A COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/17/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 070300B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING INC. $ 55,877.80 100.0000% 2 35-1801998 CLR, INC. $ 56,092.00 100.3833% 3 35-1874009 HAUER EXCAVATING CONDITIONAL BID $ 68,792.36 123.1121% 4 35-1757738 NAAS & SONS INC. $ 91,286.00 163.3672% 5 35-1134435 FOERTSCH CONSTRUCTION $ 96,877.90 173.3745% ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1801998 |(3) 35-1874009 |KOBERSTEIN TRUCKING INC. |CLR, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 2750.00000 2750.00| 2800.00000 2800.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 9000.00000 9000.00| 9500.00000 9500.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0003 202-03000 LUMP| 2000.00000 2000.00| 600.00000 600.00| 1800.00000 1800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0004 202-03000 LUMP| 10600.00000 10600.00| 6500.00000 6500.00| 13800.00000 13800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0005 202-03000 LUMP| 13200.00000 13200.00| 9500.00000 9500.00| 17800.00000 17800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0006 202-03000 LUMP| 8000.00000 8000.00| 6600.00000 6600.00| 10500.00000 10500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0007 621-06559 1500.000 SYS | 1.70000 2550.00| 3.00000 4500.00| 0.60000 900.00 MULCHED SEEDING, R | | | 0008 202-03135 2682.000 SFT | 2.90000 7777.80| 6.00000 16092.00| 2.98000 7992.36 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 55,877.80| $ 56,092.00| $ 68,792.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,877.80| $ 56,092.00| $ 68,792.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 207,204.00 ROUTE : 231 CALL ORDER : 231 CONTRACT ID : R -27677-A COUNTIES : SPENCER LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1757738 |(5) 35-1134435 | |NAAS & SONS INC. |FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 22200.00000 22200.00| 12843.00000 12843.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 8780.00000 8780.00| 16307.69000 16307.69| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0003 202-03000 LUMP| 9400.00000 9400.00| 1982.45000 1982.45| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0004 202-03000 LUMP| 8700.00000 8700.00| 15128.50000 15128.50| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0005 202-03000 LUMP| 9250.00000 9250.00| 22792.36000 22792.36| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0006 202-03000 LUMP| 8500.00000 8500.00| 10554.70000 10554.70| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0007 621-06559 1500.000 SYS | 2.00000 3000.00| 1.50000 2250.00| MULCHED SEEDING, R | | | 0008 202-03135 2682.000 SFT | 8.00000 21456.00| 5.60000 15019.20| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 91,286.00| $ 96,877.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,286.00| $ 96,877.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 54,205.00 ROUTE : US 20 CALL ORDER : 251 CONTRACT ID : R -27685-A COUNTIES : LAGRANGE LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 02/25/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 228000V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 29,100.00 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 43,130.00 148.2130% 3 35-2009641 REAGINS, INC. $ 59,809.00 205.5292% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1690004 |(3) 35-2009641 |BAKER & SCHULTZ, INC. |NORTHERN INDIANA CONSTRUCTIO|REAGINS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 1500.00000 1500.00| 2300.00000 2300.00| 1200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 1570.00000 1570.00| 900.00000 900.00| 15191.00000 15191.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 GARAGE | | | 0003 202-03000 LUMP| 14000.00000 14000.00| 14130.00000 14130.00| 13449.00000 13449.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 HOME | | | 0004 202-03000 LUMP| 8380.00000 8380.00| 20800.00000 20800.00| 17655.00000 17655.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 COMMERCIAL BLDG | | | 0005 621-06559 500.000 SYS | 3.00000 1500.00| 1.00000 500.00| 3.50000 1750.00 MULCHED SEEDING, R | | | 0006 202-01011 LUMP| 2150.00000 2150.00| 4500.00000 4500.00| 10564.00000 10564.00 ASBESTOS, REMOVE | | | SECTION TOTALS | $ 29,100.00| $ 43,130.00| $ 59,809.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,100.00| $ 43,130.00| $ 59,809.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 35 CALL ORDER : 261 CONTRACT ID : R -27699-A COUNTIES : HOWARD LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 120300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 11,677.80 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 12,580.00 107.7257% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,905.18 ROUTE : CALL ORDER : 271 CONTRACT ID : R -27776-A COUNTIES : LAGRANGE STEUBEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 674C280 674C281 674C282 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 225,650.10 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 226,298.73 100.2874% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 227,697.50 100.9073% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW PAVEMENT | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 5385.86000 5385.86| 11300.00000 11300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 5.000 CYS | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 EXCAVATION, COMMON | | | 0005 203-02070 5.000 CYS | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 BORROW | | | 0007 301-07448 2531.000 TON | 4.00000 10124.00| 11.00000 27841.00| 14.00000 35434.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-07449 290.000 TON | 4.00000 1160.00| 43.00000 12470.00| 15.00000 4350.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 402-07432 1518.000 TON | 44.60000 67702.80| 46.00000 69828.00| 41.25000 62617.50 HMA SURFACE, TYPE A | | | 0010 402-07435 2530.000 TON | 34.55000 87411.50| 35.00000 88550.00| 36.00000 91080.00 HMA INTERMEDIATE, TYPE A | | | 0012 718-99153 20.000 SYS | 2.50000 50.00| 40.00000 800.00| 85.00000 1700.00 GEOTEXTILES FOR UNDERDRAIN | | | 0013 732-07653 4.000 TON | 15.00000 60.00| 100.00000 400.00| 60.00000 240.00 COARSE AGGREGATE, NO. 8 | | | 0014 801-04308 3.000 EACH| 100.00000 300.00| 450.00000 1350.00| 450.00000 1350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-92448 60.000 DAY | 5.00000 300.00| 3.60000 216.00| 4.00000 240.00 CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,905.18 ROUTE : CALL ORDER : 271 CONTRACT ID : R -27776-A COUNTIES : LAGRANGE STEUBEN LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 501-05050 16.000 SYS | 58.00000 928.00| 120.00000 1920.00| 100.00000 1600.00 CEMENT CONCRETE PAVEMENT, REINFORCED, 6 | | | IN. | | | 0017 205-06937 640.000 LFT | 1.52000 972.80| 2.38000 1523.20| 1.60000 1024.00 TEMPORARY SILT FENCE | | | 0018 205-06932 140.000 LFT | 10.00000 1400.00| 11.00000 1540.00| 5.00000 700.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 203-60778 LUMP| 40500.00000 40500.00| 11102.67000 11102.67| 13100.00000 13100.00 GRADING | | | 0020 615-06496 52.000 EACH| 20.00000 1040.00| 35.00000 1820.00| 30.00000 1560.00 PARKING BARRIER | | | 0021 715-05119 30.000 LFT | 73.30000 2199.00| 35.00000 1050.00| 30.00000 900.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | SECTION TOTALS | $ 225,650.10| $ 226,298.73| $ 227,697.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,650.10| $ 226,298.73| $ 227,697.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,909,873.52 ROUTE : SR 159 CALL ORDER : 321 CONTRACT ID : RS-27024-A COUNTIES : KNOX LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 494200B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,601,791.85 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,767,535.25 110.3473% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP| 8420.00000 8420.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 745.00000 8940.00| 1200.00000 14400.00| FIELD OFFICE, A | | | 0003 105-07577 10.000 MOS | 74.00000 740.00| 65.00000 650.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP| 69606.00000 69606.00| 87000.00000 87000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 400.000 LFT | 3.00000 1200.00| 4.40000 1760.00| GUARDRAIL, REMOVE | | | 0008 202-02272 740.000 LFT | 8.00000 5920.00| 4.35000 3219.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 297.000 LFT | 15.00000 4455.00| 10.00000 2970.00| CURB, CONCRETE, REMOVE | | | 0010 202-52710 230.000 SYS | 19.00000 4370.00| 7.40000 1702.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93741 28.000 EACH| 425.00000 11900.00| 500.00000 14000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02000 475.000 CYS | 15.00000 7125.00| 20.00000 9500.00| EXCAVATION, COMMON | | | 0013 203-02376 LUMP| 12519.00000 12519.00| 19000.00000 19000.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0015 205-06933 2.000 EACH| 97.00000 194.00| 105.00000 210.00| TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 760.000 LFT | 2.00000 1520.00| 2.00000 1520.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,909,873.52 ROUTE : SR 159 CALL ORDER : 321 CONTRACT ID : RS-27024-A COUNTIES : KNOX LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 211-07454 641.000 CYS | 36.00000 23076.00| 32.00000 20512.00| STRUCTURE BACKFILL | | | 0018 301-07448 950.000 TON | 20.00000 19000.00| 18.00000 17100.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 330.000 TON | 33.00000 10890.00| 21.50000 7095.00| COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07490 200.000 TON | 114.00000 22800.00| 90.00000 18000.00| HMA PATCHING, TYPE B | | | 0021 306-08033 104400.000 SYS | 0.33000 34452.00| 0.25000 26100.00| MILLING, ASPHALT, 1 IN. | | | 0022 306-08034 4950.000 SYS | 0.36000 1782.00| 0.50000 2475.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08043 4190.000 SYS | 1.43000 5991.70| 1.50000 6285.00| MILLING, TRANSITION | | | 0024 401-06264 LUMP| 5200.00000 5200.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0025 401-07321 9020.000 TON | 34.10000 307582.00| 37.70000 340054.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 401-07371 9600.000 TON | 28.50000 273600.00| 35.45000 340320.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0027 401-07407 800.000 TON | 36.25000 29000.00| 38.75000 31000.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07451 3440.000 TON | 30.00000 103200.00| 37.80000 130032.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0029 405-05517 33.000 TON | 280.00000 9240.00| 280.00000 9240.00| ASPHALT FOR PRIME COAT | | | 0030 406-05520 65.000 TON | 100.00000 6500.00| 200.00000 13000.00| ASPHALT FOR TACK COAT | | | 0031 601-01846 5.000 EACH| 1780.00000 8900.00| 2100.00000 10500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06035 88.000 LFT | 7.15000 629.20| 11.00000 968.00| GUARDRAIL, RESET | | | 0034 601-92948 2728.000 LFT | 2.60000 7092.80| 4.40000 12003.20| GUARDRAIL, ADJUST HEIGHT | | | 0035 601-94689 25.000 EACH| 2353.00000 58825.00| 3500.00000 87500.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 450.000 LFT | 16.25000 7312.50| 17.50000 7875.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 604-06070 42.000 SYS | 51.00000 2142.00| 42.00000 1764.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,909,873.52 ROUTE : SR 159 CALL ORDER : 321 CONTRACT ID : RS-27024-A COUNTIES : KNOX LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 604-07894 28.000 SYS | 111.00000 3108.00| 157.00000 4396.00| CURB RAMP, CONCRETE, A | | | 0039 604-07896 151.000 SYS | 107.00000 16157.00| 95.00000 14345.00| CURB RAMP, CONCRETE, B | | | 0040 604-07899 17.000 SYS | 107.00000 1819.00| 96.00000 1632.00| CURB RAMP, CONCRETE, E | | | 0041 604-07901 10.000 SYS | 100.00000 1000.00| 180.00000 1800.00| CURB RAMP, CONCRETE, G | | | 0042 605-94190 100.000 SFT | 12.75000 1275.00| 10.00000 1000.00| CURB PATCHING | | | 0043 610-07487 1110.000 TON | 68.50000 76035.00| 62.00000 68820.00| HMA FOR APPROACHES, TYPE B | | | 0044 615-06527 1.000 EACH| 485.00000 485.00| 2500.00000 2500.00| MONUMENT, SECTION CORNER | | | 0045 616-02305 74.000 CYS | 105.00000 7770.00| 153.00000 11322.00| GABIONS | | | 0046 616-02320 7310.000 SYS | 1.80000 13158.00| 1.95000 14254.50| GEOTEXTILES | | | 0047 616-06451 4820.000 TON | 22.00000 106040.00| 24.50000 118090.00| RIPRAP, UNIFORM | | | 0048 621-01004 2.000 EACH| 1000.00000 2000.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06559 900.000 SYS | 0.60000 540.00| 0.70000 630.00| MULCHED SEEDING, R | | | 0050 621-06567 2.400 MG | 1.00000 2.40| 1.00000 2.40| WATER | | | 0051 621-06575 600.000 SYS | 6.25000 3750.00| 8.80000 5280.00| SODDING, NURSERY | | | 0052 714-93978 44.000 LFT | 255.00000 11220.00| 275.00000 12100.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0053 715-02628 2.000 EACH| 192.00000 384.00| 330.00000 660.00| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0054 715-05118 6.000 LFT | 78.00000 468.00| 50.00000 300.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0055 715-05119 652.000 LFT | 45.00000 29340.00| 24.00000 15648.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0056 715-05123 568.000 LFT | 55.00000 31240.00| 31.00000 17608.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0057 715-05125 268.000 LFT | 71.00000 19028.00| 48.50000 12998.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,909,873.52 ROUTE : SR 159 CALL ORDER : 321 CONTRACT ID : RS-27024-A COUNTIES : KNOX LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05169 50.000 LFT | 92.00000 4600.00| 44.70000 2235.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-05203 50.000 LFT | 45.00000 2250.00| 9.65000 482.50| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0060 715-05208 6.000 LFT | 80.00000 480.00| 21.50000 129.00| PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0061 715-06957 50.000 LFT | 47.00000 2350.00| 9.60000 480.00| PIPE, TYPE 4, CIRCULAR, 3 IN. | | | 0062 715-46000 2.000 EACH| 170.00000 340.00| 215.00000 430.00| PIPE END SECTION, 12 IN. | | | 0063 715-46030 4.000 EACH| 318.00000 1272.00| 410.00000 1640.00| PIPE END SECTION, 30 IN. | | | 0064 720-45030 1.000 EACH| 1500.00000 1500.00| 680.00000 680.00| INLET, E7 | | | 0065 720-45045 1.000 EACH| 1930.00000 1930.00| 1250.00000 1250.00| INLET, J10 | | | 0066 720-45055 8.000 EACH| 1925.00000 15400.00| 1230.00000 9840.00| INLET, M10 | | | 0067 720-45085 1.000 EACH| 2700.00000 2700.00| 1600.00000 1600.00| INLET, T14 | | | 0068 720-45155 1.000 EACH| 1935.00000 1935.00| 1870.00000 1870.00| INLET, M10, MODIFIED | | | 0069 801-06203 6450.000 LFT | 0.80000 5160.00| 0.44000 2838.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0070 801-06207 3220.000 LFT | 1.00000 3220.00| 1.20000 3864.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0071 801-06640 47.000 EACH| 100.00000 4700.00| 154.00000 7238.00| CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 81500.00000 81500.00| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0073 805-78470 784.000 LFT | 0.40000 313.60| 0.50000 392.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0074 805-78795 280.000 LFT | 8.60000 2408.00| 9.25000 2590.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0075 808-06703 753.000 LFT | 0.55000 414.15| 0.60000 451.80| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0076 808-06706 37.000 LFT | 10.25000 379.25| 11.00000 407.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0077 808-06712 8320.000 LFT | 0.13000 1081.60| 0.13000 1081.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,909,873.52 ROUTE : SR 159 CALL ORDER : 321 CONTRACT ID : RS-27024-A COUNTIES : KNOX LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06713 61625.000 LFT | 0.13000 8011.25| 0.13000 8011.25| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0079 808-06714 38100.000 LFT | 0.13000 4953.00| 0.13000 4953.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0080 808-75300 152.000 LFT | 2.50000 380.00| 2.75000 418.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0081 808-75320 2.000 EACH| 76.50000 153.00| 85.00000 170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75996 683.000 EACH| 4.60000 3141.80| 5.00000 3415.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 704.000 EACH| 19.65000 13833.60| 21.00000 14784.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 706-91957 50.000 LFT | 90.00000 4500.00| 100.00000 5000.00| BRIDGE RAILING, THRIE BEAM | | | 0085 202-62420 49.000 LFT | 150.00000 7350.00| 52.00000 2548.00| BRIDGE RAILING, REMOVE | | | 0086 210-07562 300.000 LFT | 7.60000 2280.00| 41.00000 12300.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0087 601-01522 4.000 EACH| 1890.00000 7560.00| 1760.00000 7040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0088 601-91147 6.000 EACH| 375.00000 2250.00| 1980.00000 11880.00| GUARD RAIL END TREATMENT, RESET | | | 0089 715-05019 50.000 LFT | 50.00000 2500.00| 121.50000 6075.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0090 720-45025 1.000 EACH| 2100.00000 2100.00| 1500.00000 1500.00| INLET, D6 | | | 0091 720-45035 5.000 EACH| 1500.00000 7500.00| 750.00000 3750.00| INLET, F7 | | | 0092 720-45075 1.000 EACH| 2400.00000 2400.00| 1450.00000 1450.00| INLET, R13 | | | SECTION TOTALS | $ 1,601,791.85| $ 1,767,535.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,601,791.85| $ 1,767,535.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,510.13 ROUTE : 65 CALL ORDER : 341 CONTRACT ID : RS-27596-A COUNTIES : JACKSON SCOTT LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/02/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0652152 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,263,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,479,186.75 109.5531% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-07039 12.000 MOS | 2000.00000 24000.00| 1000.00000 12000.00| FIELD OFFICE, B | | | 0002 105-07577 12.000 MOS | 200.00000 2400.00| 100.00000 1200.00| CELLULAR SERVICE , NO. 1 | | | 0003 105-07577 12.000 MOS | 200.00000 2400.00| 100.00000 1200.00| CELLULAR SERVICE , NO. 2 | | | 0004 105-07577 12.000 MOS | 200.00000 2400.00| 100.00000 1200.00| CELLULAR SERVICE , NO. 3 | | | 0005 105-07577 12.000 MOS | 200.00000 2400.00| 100.00000 1200.00| CELLULAR SERVICE , NO. 4 | | | 0006 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0007 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0008 110-01001 LUMP| 368318.54000 368318.54| 93000.00000 93000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 304-07491 100.000 TON | 85.00000 8500.00| 100.00000 10000.00| HMA PATCHING, TYPE C | | | 0010 306-08032 3840.000 SYS | 1.30000 4992.00| 1.00000 3840.00| MILLING, TRANSITION | | | 0011 306-08033 293829.000 SYS | 0.50000 146914.50| 0.35000 102840.15| MILLING, ASPHALT, 1 IN. | | | 0012 401-06264 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0013 401-07337 23782.000 TON | 30.00000 713460.00| 54.00000 1284228.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0014 402-07439 521.000 TON | 40.00000 20840.00| 100.00000 52100.00| HMA INTERMEDIATE, TYPE C | | | 0015 402-07442 695.000 TON | 39.00000 27105.00| 85.00000 59075.00| HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,510.13 ROUTE : 65 CALL ORDER : 341 CONTRACT ID : RS-27596-A COUNTIES : JACKSON SCOTT LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 98.000 TON | 175.00000 17150.00| 200.00000 19600.00| ASPHALT FOR TACK COAT | | | 0017 506-06333 3160.000 SYS | 110.00000 347600.00| 110.00000 347600.00| PCCP PATCHING, FULL DEPTH | | | 0018 801-06207 27639.000 LFT | 0.95000 26257.05| 1.00000 27639.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 44.000 EACH| 135.00000 5940.00| 110.00000 4840.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 145000.00000 145000.00| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0021 808-06701 27640.000 LFT | 0.23000 6357.20| 0.30000 8292.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0022 808-06703 116276.000 LFT | 0.23000 26743.48| 0.30000 34882.80| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0023 808-75245 116276.000 LFT | 0.23000 26743.48| 0.30000 34882.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0024 808-75996 1549.000 EACH| 8.75000 13553.75| 5.00000 7745.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1549.000 EACH| 27.00000 41823.00| 30.00000 46470.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0027 201-52370 LUMP| 206000.00000 206000.00| 170000.00000 170000.00| CLEARING RIGHT OF WAY | | | 0028 503-05240 600.000 LFT | 10.00000 6000.00| 10.00000 6000.00| D-1 CONTRACTION JOINT | | | 0029 801-06198 40.000 DAY | 400.00000 16000.00| 600.00000 24000.00| PATROLLER | | | 0030 303-01180 150.000 TON | 30.00000 4500.00| 20.00000 3000.00| COMPACTED AGGREGATE, NO. 53 | | | 0031 801-06710 150.000 DAY | 20.00000 3000.00| 25.00000 3750.00| FLASHING ARROW SIGN | | | 0032 801-09133 2.000 EACH| 3000.00000 6000.00| 6500.00000 13000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0033 801-01093 8.000 EACH| 1700.00000 13600.00| 700.00000 5600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,510.13 ROUTE : 65 CALL ORDER : 341 CONTRACT ID : RS-27596-A COUNTIES : JACKSON SCOTT LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,263,000.00| $ 2,479,186.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,263,000.00| $ 2,479,186.75| ====================================================================================================================================