INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0364008 0651169 0651169 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 21,755,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 27,597,383.11 126.8553% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06657 38.000 MOS | 170.00000 6460.00| 210.00000 7980.00| PHONE, CELLULAR | | | 0002 105-06845 LUMP| 285289.66000 285289.66| 459900.00000 459900.00| CONSTRUCTION ENGINEERING | | | 0003 105-07040 30.000 MOS | 2200.00000 66000.00| 3470.25000 104107.50| FIELD OFFICE, C | | | 0004 108-01614 LUMP| 12500.00000 12500.00| 15750.00000 15750.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1080000.00000 1080000.00| 1633000.00000 1633000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 425000.00000 425000.00| 450000.00000 450000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 55433.500 m2 | 5.00000 277167.50| 8.60000 476728.10| PAVEMENT, REMOVE | | | 0008 202-02241 1323.800 m | 6.50000 8604.70| 6.83000 9041.55| GUARDRAIL, REMOVE | | | 0011 202-03000 LUMP| 9700.00000 9700.00| 8500.00000 8500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0012 202-03000 LUMP| 7786.00000 7786.00| 8500.00000 8500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0013 202-51330 LUMP| 50000.00000 50000.00| 160000.00000 160000.00| PRESENT STRUCTURE, REMOVE | | | 0014 202-60820 1316.800 m2 | 5.00000 6584.00| 8.66000 11403.49| SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-74040 11.000 EACH| 1000.00000 11000.00| 441.00000 4851.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0016 202-74045 110.000 EACH| 84.60000 9306.00| 89.25000 9817.50| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0017 202-74050 5.000 EACH| 135.37000 676.85| 147.00000 735.00| SIGN, OVERHEAD, REMOVE | | | 0018 202-74055 1.000 EACH| 5200.00000 5200.00| 2625.00000 2625.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0019 202-74080 2.000 EACH| 3300.00000 6600.00| 1575.00000 3150.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0020 202-78515 LUMP| 8883.44000 8883.44| 9345.00000 9345.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0021 202-93741 9.000 EACH| 1000.00000 9000.00| 78.75000 708.75| GUARD RAIL END TREATMENT, REMOVE | | | 0022 202-93763 2.000 EACH| 3200.00000 6400.00| 231.00000 462.00| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0023 202-93974 2.000 EACH| 1450.25000 2900.50| 1575.00000 3150.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-95579 2.000 EACH| 423.02000 846.04| 441.00000 882.00| SERVICE POINT, REMOVE | | | 0026 203-02055 276382.000 m3 | 6.00000 1658292.00| 8.58000 2371357.56| EMBANKMENT | | | 0027 204-02290 3.000 EACH| 1300.00000 3900.00| 2000.00000 6000.00| SETTLEMENT PLATE | | | 0028 205-02224 30.000 m | 4.95000 148.50| 5.20000 156.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-02227 5506.400 m | 1.25000 6883.00| 22.00000 121140.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0030 205-02228 238.200 m | 19.00000 4525.80| 35.00000 8337.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0031 205-02229 280.000 m | 9.90000 2772.00| 10.40000 2912.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0032 205-02231 1684.500 m | 16.00000 26952.00| 52.00000 87594.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 205-02234 10.000 EACH| 50.00000 500.00| 52.50000 525.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0034 205-06931 272.200 Mg | 30.00000 8166.00| 24.00000 6532.80| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 38.000 EACH| 50.00000 1900.00| 52.50000 1995.00| TEMPORARY DITCH INLET PROTECTION | | | 0036 205-06937 1385.000 m | 4.95000 6855.75| 5.20000 7202.00| TEMPORARY SILT FENCE | | | 0037 206-51230 277.400 m3 | 25.00000 6935.00| 97.00000 26907.80| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0039 210-07213 LUMP| 180000.00000 180000.00| 714000.00000 714000.00| ROADWAY INSTRUMENTATION | | | 0040 211-02060 21363.000 m3 | 24.00000 512712.00| 26.00000 555438.00| B BORROW FOR STRUCTURE BACKFILL | | | 0041 213-52830 154.200 m3 | 125.00000 19275.00| 210.00000 32382.00| FLOWABLE MORTAR | | | 0042 303-52308 86351.500 Mg | 10.50000 906690.75| 26.78000 2312493.17| COMPACTED AGGREGATE, O, 53 | | | 0043 304-06464 33305.100 m3 | 34.00000 1132373.40| 36.13000 1203313.26| SUBBASE FOR PCCP | | | 0044 305-05731 5251.600 Mg | 42.00000 220567.20| 47.78000 250921.45| WIDENING WITH QC/QA HMA | | | 0045 401-05437 7252.000 Mg | 32.00000 232064.00| 38.69000 280579.88| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0046 401-05454 547.000 Mg | 34.00000 18598.00| 44.63000 24412.61| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0047 401-05455 5149.000 Mg | 38.00000 195662.00| 40.64000 209255.36| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0048 401-05456 2060.000 Mg | 40.00000 82400.00| 53.76000 110745.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0049 401-05459 3397.000 Mg | 36.00000 122292.00| 40.11000 136253.67| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0050 401-05462 164.000 Mg | 41.00000 6724.00| 62.48000 10246.72| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0051 401-05463 1055.000 Mg | 41.00000 43255.00| 45.05000 47527.75| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0052 401-05464 532.000 Mg | 42.00000 22344.00| 60.90000 32398.80| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0053 401-06264 LUMP| 5000.00000 5000.00| 7875.00000 7875.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 402-05470 2574.000 Mg | 30.00000 77220.00| 37.80000 97297.20| HMA BASE C25.0 mm, MAINLINE | | | 0055 402-05483 1136.000 Mg | 30.00000 34080.00| 41.48000 47121.28| HMA BASE C25.0 mm, SHOULDER | | | 0056 405-05517 71.400 Mg | 250.00000 17850.00| 388.50000 27738.90| ASPHALT FOR PRIME COAT | | | 0057 406-05520 345.800 Mg | 190.00000 65702.00| 194.25000 67171.65| ASPHALT FOR TACK COAT | | | 0059 501-06266 LUMP| 10000.00000 10000.00| 11929.84000 11929.84| PROFILOGRAPH, PCCP | | | 0060 501-06320 12727.800 m | 0.70000 8909.46| 2.78000 35383.28| MILLED PCCP CORRUGATIONS | | | 0061 501-06323 53911.300 m2 | 35.00000 1886895.50| 36.00000 1940806.80| QC/QA PCCP, 300 mm | | | 0062 501-06325 594.700 m2 | 56.00000 33303.20| 55.00000 32708.50| QC/QA PCCP, 350 mm , MODIFIED | | | 0063 501-06326 1805.800 m2 | 58.00000 104736.40| 60.00000 108348.00| QC/QA PCCP, 375 mm , MODIFIED | | | 0064 501-06326 96869.900 m2 | 37.00000 3584186.30| 39.00000 3777926.10| QC/QA PCCP, 375 mm , WARRANTED | | | 0065 503-05240 21510.900 m | 10.00000 215109.00| 23.34000 502064.41| D-1 CONTRACTION JOINT | | | 0066 601-01128 1.000 EACH| 1200.00000 1200.00| 1260.00000 1260.00| GUARDRAIL TRANSITION TYPE WGB | | | 0067 601-01522 2.000 EACH| 1400.00000 2800.00| 1470.00000 2940.00| GUARDRAIL TRANSITION TYPE TGB | | | 0068 601-02103 30.480 m | 47.00000 1432.56| 49.35000 1504.19| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0069 601-04746 7.000 EACH| 500.00000 3500.00| 8400.00000 58800.00| ENERGY ABSORBING TERMINAL, CZ , 3-BAY | | | 0070 601-04746 3.000 EACH| 500.00000 1500.00| 13650.00000 40950.00| ENERGY ABSORBING TERMINAL, CZ , TL-3 | | | 0071 601-05999 1.000 EACH| 45.00000 45.00| 47.25000 47.25| CURVED TERMINAL END | | | 0072 601-06247 1.000 EACH| 48000.00000 48000.00| 47355.00000 47355.00| IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0073 601-61390 7.000 EACH| 45.00000 315.00| 47.25000 330.75| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0074 601-94689 6.000 EACH| 2200.00000 13200.00| 2310.00000 13860.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 601-97774 3.000 EACH| 850.00000 2550.00| 892.50000 2677.50| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0076 601-99105 4452.195 m | 31.35000 139576.31| 32.92000 146566.26| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0077 602-06639 543.500 m | 70.00000 38045.00| 80.36000 43675.66| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0078 602-06646 4309.100 m | 60.00000 258546.00| 57.48000 247687.07| TEMPORARY CONCRETE BARRIER | | | 0079 602-06729 596.000 EACH| 7.00000 4172.00| 26.25000 15645.00| BARRIER DELINEATOR | | | 0080 602-06944 435.467 m | 130.00000 56610.71| 147.67000 64305.41| BARRIER, CONCRETE, 840 mm | | | 0081 602-06945 2422.482 m | 170.00000 411821.94| 178.06000 431347.14| BARRIER, CONCRETE, 1145 mm | | | 0082 603-06045 7408.000 m | 24.20000 179273.60| 25.41000 188237.28| FENCE, CHAIN LINK, 1220 mm | | | 0085 605-06210 12.400 m | 265.00000 3286.00| 150.00000 1860.00| CENTER CURB, C, CONCRETE | | | 0086 607-06340 124.000 m | 145.00000 17980.00| 95.89000 11890.36| PAVED SIDE DITCH, B | | | 0087 610-05527 1655.000 Mg | 42.00000 69510.00| 63.00000 104265.00| HMA FOR APPROACHES | | | 0088 610-06259 522.000 m2 | 60.00000 31320.00| 55.00000 28710.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0089 615-06490 85.000 EACH| 105.00000 8925.00| 110.25000 9371.25| RIGHT OF WAY MARKER | | | 0090 615-06496 50.000 EACH| 100.00000 5000.00| 52.50000 2625.00| PARKING BARRIER | | | 0091 615-06515 37.000 EACH| 125.00000 4625.00| 110.25000 4079.25| MONUMENT, D | | | 0092 615-06527 6.000 EACH| 400.00000 2400.00| 420.00000 2520.00| MONUMENT, SECTION CORNER | | | 0093 616-02320 4560.300 m2 | 1.70000 7752.51| 1.50000 6840.45| GEOTEXTILES | | | 0094 616-05688 201.800 Mg | 25.00000 5045.00| 38.00000 7668.40| RIPRAP, CLASS 1 | | | 0095 616-05689 43.000 Mg | 25.00000 1075.00| 39.00000 1677.00| RIPRAP, CLASS 2 | | | 0096 616-06405 4587.300 Mg | 16.00000 73396.80| 28.00000 128444.40| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 621-01004 7.000 EACH| 515.00000 3605.00| 540.75000 3785.25| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0098 621-02468 600.000 kg | 7.85000 4710.00| 8.24000 4944.00| SEED MIXTURE, GRASS, 1 | | | 0099 621-02770 12805.300 m2 | 1.65000 21128.75| 1.73000 22153.17| EROSION CONTROL BLANKET | | | 0100 621-06545 15.000 Mg | 535.00000 8025.00| 561.75000 8426.25| FERTILIZER | | | 0101 621-06553 901.400 kg | 6.75000 6084.45| 7.09000 6390.93| SEED MIXTURE, R | | | 0102 621-06554 1850.000 kg | 7.15000 13227.50| 7.51000 13893.50| SEED MIXTURE, U | | | 0103 621-06557 278.800 kg | 3.75000 1045.50| 3.94000 1098.47| SEED MIXTURE, T | | | 0104 621-06565 85.200 Mg | 435.00000 37062.00| 456.75000 38915.10| MULCHING MATERIAL | | | 0105 621-06567 335.600 kL | 1.00000 335.60| 1.05000 352.38| WATER | | | 0106 621-06574 18605.000 m2 | 3.30000 61396.50| 3.47000 64559.35| SODDING | | | 0107 621-52448 10.000 EACH| 26.00000 260.00| 27.30000 273.00| SIGN, DO NOT SPRAY | | | 0108 701-51195 577.800 m | 120.00000 69336.00| 96.00000 55468.80| PILE, STEEL H, HP 310 X 79 | | | 0109 701-91792 94.000 EACH| 75.00000 7050.00| 110.00000 10340.00| PILE TIP, STEEL H | | | 0110 701-93076 47.000 m | 1000.00000 47000.00| 685.00000 32195.00| CORED HOLE IN ROCK, 305 mm | | | 0111 702-51005 156.400 m3 | 400.00000 62560.00| 935.00000 146234.00| CONCRETE, A, SUBSTRUCTURE | | | 0112 702-51015 90.400 m3 | 600.00000 54240.00| 400.00000 36160.00| CONCRETE, B, FOOTINGS | | | 0113 702-51863 20.000 EACH| 60.00000 1200.00| 12.00000 240.00| FIELD DRILLED HOLE IN CONCRETE | | | 0114 702-90915 643.700 m3 | 235.00000 151269.50| 189.00000 121659.30| CONCRETE, A | | | 0115 702-93722 685.000 m3 | 205.00000 140425.00| 365.00000 250025.00| CONCRETE, C | | | 0116 703-51030 10191.000 kg | 1.20000 12229.20| 1.50000 15286.50| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 703-51032 218289.000 kg | 1.25000 272861.25| 1.35000 294690.15| REINFORCING STEEL, EPOXY COATED | | | 0118 704-51002 63.700 m3 | 700.00000 44590.00| 570.00000 36309.00| CONCRETE, C, SUPERSTRUCTURE | | | 0119 706-05734 2.000 EACH| 1750.00000 3500.00| 1735.00000 3470.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0120 706-51020 237.400 m3 | 440.00000 104456.00| 403.43000 95774.28| CONCRETE, C, RAILING | | | 0121 709-51821 LUMP| 15000.00000 15000.00| 22830.00000 22830.00| SURFACE SEAL | | | 0122 711-51038 LUMP| 575000.00000 575000.00| 452759.00000 452759.00| STRUCTURAL STEEL | | | 0123 711-51070 40.000 EACH| 45.00000 1800.00| 75.00000 3000.00| ANCHOR PLATE, AP 1 | | | 0126 714-07540 44.000 m | 650.00000 28600.00| 500.00000 22000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 600 mm X 900 mm | | | 0127 714-26702 16.200 m | 980.00000 15876.00| 1000.00000 16200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0128 715-01344 2.000 EACH| 2100.00000 4200.00| 2400.00000 4800.00| PIPE END SECTION, 1500 mm | | | 0129 715-02246 2.000 EACH| 1700.00000 3400.00| 1550.00000 3100.00| PIPE END SECTION, 1200 mm | | | 0130 715-02397 2.000 EACH| 1900.00000 3800.00| 1500.00000 3000.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0131 715-02408 2.000 EACH| 3500.00000 7000.00| 3100.00000 6200.00| SAFETY METAL END SECTION, 4:1, 1350 mm | | | 0132 715-02409 2.000 m | 2500.00000 5000.00| 1000.00000 2000.00| PIPE, GROUP A, 1.63 mm, 1650 mm | | | 0133 715-04612 59.900 m | 800.00000 47920.00| 1400.00000 83860.00| PIPE , TYPE 1, CIRCULAR, 3450 mm | | | 0134 715-05019 123.000 m | 200.00000 24600.00| 205.00000 25215.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0135 715-05048 12216.600 m | 10.00000 122166.00| 9.95000 121555.17| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0136 715-05049 2490.000 m | 15.00000 37350.00| 11.50000 28635.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0137 715-05053 701.200 m | 19.00000 13322.80| 36.00000 25243.20| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0138 715-05053 168.900 m | 19.00000 3209.10| 36.00000 6080.40| PIPE, UNDERDRAIN OUTLET, 150 mm , PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 715-05087 LUMP| 15000.00000 15000.00| 17850.00000 17850.00| MAINTENANCE OF EXISTING ROADWAY LIGHTING| | | 0140 715-05118 23.000 m | 100.00000 2300.00| 115.00000 2645.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0141 715-05119 1.000 m | 110.00000 110.00| 200.00000 200.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0142 715-05121 20.700 m | 120.00000 2484.00| 115.00000 2380.50| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0143 715-05122 70.000 m | 130.00000 9100.00| 135.00000 9450.00| PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0144 715-05125 26.600 m | 175.00000 4655.00| 180.00000 4788.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0145 715-05126 38.800 m | 200.00000 7760.00| 195.00000 7566.00| PIPE, TYPE 1, CIRCULAR, 825 mm | | | 0146 715-05128 34.400 m | 300.00000 10320.00| 300.00000 10320.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0147 715-05129 64.000 m | 390.00000 24960.00| 360.00000 23040.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0148 715-05133 144.500 m | 400.00000 57800.00| 410.00000 59245.00| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0149 715-05143 54.200 m | 500.00000 27100.00| 1375.00000 74525.00| PIPE, TYPE 1, CIRCULAR, 2250 mm | | | 0151 715-05151 623.900 m | 95.00000 59270.50| 105.00000 65509.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0152 715-05152 125.200 m | 100.00000 12520.00| 115.00000 14398.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0153 715-05154 28.300 m | 115.00000 3254.50| 145.00000 4103.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0154 715-05159 47.000 m | 300.00000 14100.00| 255.00000 11985.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0155 715-05163 30.000 m | 500.00000 15000.00| 410.00000 12300.00| PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0156 715-05168 13.000 m | 90.00000 1170.00| 115.00000 1495.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0157 715-05169 232.200 m | 92.00000 21362.40| 115.00000 26703.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0158 715-05171 89.100 m | 94.00000 8375.40| 120.00000 10692.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0159 715-05173 10.500 m | 130.00000 1365.00| 235.00000 2467.50| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0160 715-05175 57.100 m | 160.00000 9136.00| 180.00000 10278.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 715-05186 30.400 m | 330.00000 10032.00| 300.00000 9120.00| PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0162 715-05242 34.000 m | 330.00000 11220.00| 380.00000 12920.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0163 715-05251 7.500 m | 450.00000 3375.00| 675.00000 5062.50| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.79 | | | m2 | | | 0164 715-05335 26.600 m | 300.00000 7980.00| 320.00000 8512.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0165 715-05336 25.400 m | 340.00000 8636.00| 390.00000 9906.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0166 715-05422 170.000 m | 200.00000 34000.00| 245.00000 41650.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0167 715-07541 2.000 EACH| 7500.00000 15000.00| 6000.00000 12000.00| GRATED BOX END SECTION, I, 6:1, 600 mm | | | X 900 mm | | | 0168 715-07568 59.900 m | 660.00000 39534.00| 1200.00000 71880.00| PIPE, TYPE I, CIRCULAR, 3450 mm | | | 0169 715-46000 1.000 EACH| 340.00000 340.00| 400.00000 400.00| PIPE END SECTION, 300 mm | | | 0170 715-46005 35.000 EACH| 420.00000 14700.00| 425.00000 14875.00| PIPE END SECTION, 375 mm | | | 0171 715-46010 8.000 EACH| 540.00000 4320.00| 510.00000 4080.00| PIPE END SECTION, 450 mm | | | 0172 715-46030 2.000 EACH| 1000.00000 2000.00| 770.00000 1540.00| PIPE END SECTION, 750 mm | | | 0173 715-46040 3.000 EACH| 1400.00000 4200.00| 955.00000 2865.00| PIPE END SECTION, 900 mm | | | 0174 716-04892 30.000 m | 1500.00000 45000.00| 3093.58000 92807.40| PIPE, JACKED , 1050 mm | | | 0175 716-04892 12.500 m | 2700.00000 33750.00| 4938.02000 61725.25| PIPE, JACKED , 1500 mm | | | 0176 718-06528 69.000 EACH| 740.00000 51060.00| 625.00000 43125.00| OUTLET PROTECTOR, 1 | | | 0177 718-06531 35.000 EACH| 700.00000 24500.00| 400.00000 14000.00| OUTLET PROTECTOR, 3 , PVC | | | 0178 718-52610 2332.800 m3 | 22.00000 51321.60| 34.00000 79315.20| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 718-99153 24391.800 m2 | 0.75000 18293.85| 1.00000 24391.80| GEOTEXTILES FOR UNDERDRAIN | | | 0180 720-04682 1.000 EACH| 2200.00000 2200.00| 1500.00000 1500.00| INLET , C14 | | | 0181 720-45041 4.000 EACH| 3200.00000 12800.00| 2050.00000 8200.00| INLET, H5 | | | 0182 720-45042 1.000 EACH| 3200.00000 3200.00| 2500.00000 2500.00| INLET, HA5 | | | 0183 720-45141 16.000 EACH| 3200.00000 51200.00| 2500.00000 40000.00| INLET, H5, MODIFIED | | | 0184 720-45205 3.000 EACH| 3000.00000 9000.00| 1100.00000 3300.00| CATCH BASIN, A2 | | | 0185 720-45235 2.000 EACH| 2600.00000 5200.00| 1325.00000 2650.00| CATCH BASIN, E7 | | | 0186 720-45405 2.000 EACH| 3200.00000 6400.00| 5700.00000 11400.00| MANHOLE, B4 | | | 0187 720-45415 1.000 EACH| 4200.00000 4200.00| 6500.00000 6500.00| MANHOLE, D4 | | | 0188 720-90129 3.000 EACH| 4300.00000 12900.00| 4400.00000 13200.00| MANHOLE, J2 | | | 0189 720-95555 2.000 EACH| 8000.00000 16000.00| 7300.00000 14600.00| MANHOLE, M2 | | | 0190 720-96356 1.000 EACH| 2300.00000 2300.00| 1800.00000 1800.00| INLET, A7 | | | 0191 720-97958 2.000 EACH| 5200.00000 10400.00| 5500.00000 11000.00| MANHOLE, K2 | | | 0194 723-07567 100.000 m | 2100.00000 210000.00| 3675.00000 367500.00| STRUCTURE, PRECAST THREE-SIDED, 3600 mm | | | X 900 mm | | | 0195 728-98377 LUMP| 4250.00000 4250.00| 3525.00000 3525.00| MASONRY COATING | | | 0196 731-93945 3923.000 m2 | 115.00000 451145.00| 120.00000 470760.00| FACE PANELS, CONCRETE | | | 0197 731-93946 3923.000 m2 | 105.00000 411915.00| 45.00000 176535.00| WALL ERECTION | | | 0198 731-93947 913.000 m | 50.00000 45650.00| 165.00000 150645.00| LEVELING PAD, CONCRETE | | | 0199 801-02595 5.000 EACH| 747.99000 3739.95| 787.50000 3937.50| CONTROLLER, RESET TIMING | | | 0200 801-02617 1.000 EACH| 1933.27000 1933.27| 1995.00000 1995.00| TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 801-03290 2.000 EACH| 1100.00000 2200.00| 1533.00000 3066.00| CONSTRUCTION SIGN, C | | | 0202 801-04308 18.000 EACH| 480.00000 8640.00| 504.00000 9072.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0203 801-06198 408.000 DAY | 500.00000 204000.00| 300.00000 122400.00| PATROLLER | | | 0204 801-06201 19.000 m2 | 224.57000 4266.83| 231.00000 4389.00| TEMPORARY PANEL SIGNS | | | 0205 801-06202 12.200 m | 195.53000 2385.47| 210.00000 2562.00| TEMPORARY PANEL SIGN SUPPORTS | | | 0206 801-06203 8861.100 m | 0.40000 3544.44| 0.64000 5671.10| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0207 801-06207 32844.300 m | 1.75000 57477.53| 3.23000 106087.09| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0208 801-06211 9.000 EACH| 50.00000 450.00| 162.75000 1464.75| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0209 801-06212 7.000 EACH| 60.00000 420.00| 168.00000 1176.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0210 801-06216 1233.600 m | 0.10000 123.36| 8.14000 10041.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0211 801-06218 88.700 m | 12.00000 1064.40| 21.00000 1862.70| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0212 801-06469 4319.000 m | 2.75000 11877.25| 5.78000 24963.82| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0213 801-06539 LUMP| 7868.33000 7868.33| 8295.00000 8295.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0214 801-06586 1074.000 m | 0.60000 644.40| 1.28000 1374.72| TEMPORARY PAVEMENT MARKING, 200 mm | | | 0215 801-06605 70.000 EACH| 210.00000 14700.00| 220.50000 15435.00| BARRICADE, IIIA | | | 0216 801-06606 29.000 EACH| 248.00000 7192.00| 260.93000 7566.97| BARRICADE, IIIB | | | 0217 801-06625 56.000 EACH| 140.00000 7840.00| 147.00000 8232.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 801-06640 78.000 EACH| 360.00000 28080.00| 378.00000 29484.00| CONSTRUCTION SIGN, A | | | 0219 801-06645 14.000 EACH| 75.00000 1050.00| 78.75000 1102.50| CONSTRUCTION SIGN, B | | | 0220 801-06649 47.000 EACH| 7.00000 329.00| 105.00000 4935.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0221 801-06710 830.000 DAY | 16.00000 13280.00| 16.80000 13944.00| FLASHING ARROW SIGN | | | 0222 801-06775 LUMP| 250000.00000 250000.00| 500000.00000 500000.00| MAINTAINING TRAFFIC | | | 0223 801-09133 6.000 EACH| 12000.00000 72000.00| 24150.00000 144900.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0224 801-53072 LUMP| 34605.00000 34605.00| 36750.00000 36750.00| TEMPORARY TRAFFIC SIGNAL | | | 0225 801-94295 21.000 EACH| 535.12000 11237.52| 567.00000 11907.00| SIGNAL HEAD, RELOCATE | | | 0226 802-02475 13.000 EACH| 901.04000 11713.52| 945.00000 12285.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0227 802-02849 9.000 EACH| 285.55000 2569.95| 304.50000 2740.50| SIGN BRACKET, TOP OF WALL MOUNTED | | | 0228 802-04314 18.000 EACH| 179.37000 3228.66| 189.00000 3402.00| SIGN SURVEY MONUMENT | | | 0229 802-05701 229.620 m | 29.21000 6707.20| 30.45000 6991.93| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0230 802-05702 200.510 m | 36.11000 7240.42| 37.80000 7579.28| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0231 802-07047 2.000 EACH| 3913.12000 7826.24| 4095.00000 8190.00| TRAFFIC SIGN SUPPORT FOUNDATION, I | | | 0232 802-07048 1.000 EACH| 3638.12000 3638.12| 3780.00000 3780.00| TRAFFIC SIGN SUPPORT FOUNDATION, II | | | 0233 802-07053 1.000 EACH| 4800.00000 4800.00| 3150.00000 3150.00| BOX TRUSS SIGN STRUCTURE FOUNDATION , | | | SHOULDER | | | 0234 802-07053 1.000 EACH| 5800.00000 5800.00| 5040.00000 5040.00| BOX TRUSS SIGN STRUCTURE FOUNDATION , | | | SPECIAL MEDIAN BARRIER WALL | | | 0235 802-07101 1.000 EACH| 18352.54000 18352.54| 18900.00000 18900.00| SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0236 802-07102 3.000 EACH| 9338.04000 28014.12| 9765.00000 29295.00| SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0237 802-07137 8.000 EACH| 245.34000 1962.72| 262.50000 2100.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0238 802-07138 6.000 EACH| 245.34000 1472.04| 262.50000 1575.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0239 802-07151 14.000 EACH| 245.34000 3434.76| 262.50000 3675.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0240 802-07152 2.000 EACH| 269.26000 538.52| 283.50000 567.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0241 802-07153 2.000 EACH| 269.26000 538.52| 283.50000 567.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0242 802-07159 2.000 EACH| 3638.12000 7276.24| 3780.00000 7560.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0243 802-76015 240.490 m2 | 138.03000 33194.83| 147.00000 35352.03| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0244 802-76025 31.493 m2 | 131.91000 4154.24| 136.50000 4298.79| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0245 802-76035 64.068 m2 | 129.27000 8282.07| 136.50000 8745.28| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0246 802-76045 6.278 m2 | 140.71000 883.38| 147.00000 922.87| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0247 802-76050 4.000 EACH| 196.71000 786.84| 210.00000 840.00| MILEPOST | | | 0248 802-76095 3674.840 kg | 3.72000 13670.40| 3.89000 14295.13| STRUCTURAL STEEL, BREAKAWAY | | | 0249 803-76110 1.000 EACH| 28899.17000 28899.17| 30450.00000 30450.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0250 803-76140 5.000 EACH| 18535.92000 92679.60| 19950.00000 99750.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0251 803-76175 7.700 m | 398.36000 3067.37| 420.00000 3234.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0252 804-06771 44.000 EACH| 23.75000 1045.00| 24.94000 1097.36| DELINEATOR POST, FLEXIBLE | | | 0253 805-01816 16.000 EACH| 2049.58000 32793.28| 2100.00000 33600.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0254 805-01842 40.000 EACH| 714.52000 28580.80| 745.50000 29820.00| HANDHOLE, SIGNAL | | | 0255 805-02087 LUMP| 3384.17000 3384.17| 3570.00000 3570.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0256 805-02373 1030.500 m | 10.62000 10943.91| 11.55000 11902.28| INTERCONNECT CABLE, FIBER OPTIC | | | 0258 805-06592 2359.200 m | 41.14000 97057.49| 43.05000 101563.56| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0259 805-06834 1.000 EACH| 12828.26000 12828.26| 13650.00000 13650.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I , MASTER | | | 0260 805-06834 3.000 EACH| 9927.06000 29781.18| 10395.00000 31185.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I , SECONDARY | | | 0261 805-06917 LUMP| 435000.00000 435000.00| 451500.00000 451500.00| WIM STATION, 6 LANE SLC | | | 0262 805-78205 26.000 EACH| 755.15000 19633.90| 798.00000 20748.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0263 805-78215 2.000 EACH| 804.65000 1609.30| 840.00000 1680.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0264 805-78245 2.000 EACH| 2218.19000 4436.38| 2310.00000 4620.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0265 805-78415 13.000 EACH| 1518.72000 19743.36| 1575.00000 20475.00| SPAN, CATENARY, AND TETHER | | | 0266 805-78420 14.000 EACH| 215.50000 3017.00| 231.00000 3234.00| DISCONNECT HANGER | | | 0267 805-78445 4.000 EACH| 560.52000 2242.08| 588.00000 2352.00| SIGNAL SERVICE , METERED | | | 0268 805-78467 85.900 m | 4.86000 417.47| 5.15000 442.39| SIGNAL CABLE, 3C 8GA. | | | 0269 805-78485 348.800 m | 3.65000 1273.12| 3.89000 1356.83| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 805-78490 970.200 m | 3.98000 3861.40| 4.20000 4074.84| SIGNAL CABLE, 7C 14GA. | | | 0271 805-78510 3708.100 m | 3.32000 12310.89| 3.47000 12867.11| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0272 805-78746 2669.400 m | 27.42000 73194.95| 28.35000 75677.49| PREFORMED LOOP DETECTORS | | | 0273 805-78925 4.000 EACH| 1121.04000 4484.16| 1155.00000 4620.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0274 805-81060 16.000 EACH| 2788.02000 44608.32| 2940.00000 47040.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0275 805-86805 1.000 EACH| 2766.83000 2766.83| 2940.00000 2940.00| SERVICE POINT, I | | | 0276 805-86810 2.000 EACH| 3536.83000 7073.66| 3675.00000 7350.00| SERVICE POINT, II | | | 0277 805-86889 490.000 m | 1.57000 769.30| 1.68000 823.20| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0278 805-86920 52.000 EACH| 12.46000 647.92| 12.60000 655.20| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0279 805-86925 4.000 EACH| 19.06000 76.24| 19.95000 79.80| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0280 805-86930 23.000 EACH| 11.25000 258.75| 11.55000 265.65| INSULATING LINK, NOT WATERPROOFED | | | 0281 805-86935 16.000 EACH| 18.68000 298.88| 19.95000 319.20| INSULATING LINK, WATERPROOFED | | | 0282 805-86955 11.000 EACH| 207.71000 2284.81| 220.50000 2425.50| CABLE DUCT MARKER | | | 0283 805-92504 25.000 EACH| 294.12000 7353.00| 304.50000 7612.50| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0284 805-98335 3020.000 m | 12.44000 37568.80| 12.60000 38052.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0285 805-98336 130.000 m | 12.44000 1617.20| 12.60000 1638.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0286 807-02603 13.000 EACH| 437.41000 5686.33| 462.00000 6006.00| LIGHT STANDARD, RELOCATE | | | 0287 807-04309 1.000 EACH| 2257.10000 2257.10| 2415.00000 2415.00| PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0288 807-04779 15.000 EACH| 635.42000 9531.30| 672.00000 10080.00| CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0289 807-78590 3.000 EACH| 629.92000 1889.76| 661.50000 1984.50| HANDHOLE | | | 0290 807-82016 4.000 EACH| 1022.04000 4088.16| 1050.00000 4200.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0291 807-82052 2.000 EACH| 2495.90000 4991.80| 2625.00000 5250.00| UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0292 807-82200 4.000 EACH| 13948.12000 55792.48| 14700.00000 58800.00| LIGHT POLE, HIGH MAST, 30 m E.M.H. | | | 0293 807-84804 2.000 EACH| 1220.55000 2441.10| 1260.00000 2520.00| LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0294 807-86620 15.000 EACH| 249.60000 3744.00| 262.50000 3937.50| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0295 807-86665 24.000 EACH| 552.10000 13250.40| 577.50000 13860.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0296 807-86750 4.000 EACH| 409.10000 1636.40| 430.50000 1722.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0297 807-86790 8.000 EACH| 387.10000 3096.80| 409.50000 3276.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0298 807-86830 4.000 EACH| 5618.12000 22472.48| 5880.00000 23520.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0299 807-86910 16.000 EACH| 32.15000 514.40| 33.60000 537.60| CONNECTOR KIT, UNFUSED | | | 0300 807-86915 17.000 EACH| 33.25000 565.25| 34.65000 589.05| CONNECTOR KIT, FUSED | | | 0301 807-86950 23.000 EACH| 59.56000 1369.88| 63.00000 1449.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0302 808-03002 573.000 m | 2.49000 1426.77| 2.61000 1495.53| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0303 808-03631 9737.100 m | 2.49000 24245.38| 2.61000 25413.83| LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0304 808-03632 10840.600 m | 2.49000 26993.09| 2.61000 28293.97| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0305 808-04298 1.000 EACH| 290.00000 290.00| 304.50000 304.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0306 808-05534 861.200 m | 4.52000 3892.62| 4.75000 4090.70| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0307 808-05535 81.900 m | 34.06000 2789.51| 35.76000 2928.74| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0308 808-06680 36.000 m | 17.20000 619.20| 18.06000 650.16| TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, CROSSHATCH, 300 mm | | | 0309 808-06703 5443.000 m | 0.96000 5225.28| 1.01000 5497.43| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0310 808-06965 LUMP| 24000.00000 24000.00| 28966.56000 28966.56| LINE, REMOVE | | | 0311 808-74805 119.000 m | 34.06000 4053.14| 35.76000 4255.44| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0312 808-74807 25.000 EACH| 190.00000 4750.00| 199.50000 4987.50| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0313 808-74808 15.000 EACH| 215.00000 3225.00| 225.75000 3386.25| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0314 808-74811 2805.700 m | 2.85000 7996.25| 2.99000 8389.04| LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0315 808-75240 81.200 m | 0.96000 77.95| 1.01000 82.01| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0316 808-75245 3445.000 m | 0.96000 3307.20| 1.01000 3479.45| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0317 808-75290 111.000 m | 12.15000 1348.65| 12.76000 1416.36| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0318 808-75297 90.400 m | 12.15000 1098.36| 12.76000 1153.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0319 808-75320 10.000 EACH| 58.00000 580.00| 60.90000 609.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 998 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,850,256.51 ROUTE : I-65 CALL ORDER : 998 CONTRACT ID : R -24550-A COUNTIES : CLARK LETTING DATE : 09/24/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 | |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 808-75325 10.000 EACH| 79.00000 790.00| 82.95000 829.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0321 808-75994 803.000 EACH| 6.51000 5227.53| 6.84000 5492.52| PRISMATIC REFLECTOR | | | 0322 808-75996 606.500 EACH| 6.00000 3639.00| 5.46000 3311.49| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0323 808-75998 806.000 EACH| 22.75000 18336.50| 23.89000 19255.34| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0324 808-92027 1011.000 m | 1.92000 1941.12| 2.02000 2042.22| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0325 702-04325 LUMP| 70000.00000 70000.00| 95000.00000 95000.00| TEMPORARY SHORING | | | 0326 704-05892 469.600 m3 | 440.00000 206624.00| 575.00000 270020.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0327 714-26708 90.800 m | 1200.00000 108960.00| 1400.00000 127120.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | SECTION TOTALS | $ 21,755,000.00| $ 27,597,383.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,755,000.00| $ 27,597,383.11| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 996 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,865.60 ROUTE : 94 CALL ORDER : 996 CONTRACT ID : M -26621-A COUNTIES : LAPORTE LETTING DATE : 09/24/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 95,994.23 100.0000% 2 35-1120685 WALSH & KELLY, INC. IRREGULAR BID $ 120,953.80 126.0011% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 135,818.93 141.4865% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 157,536.77 164.1106% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1120685 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 110-01001 LUMP| 4891.04000 4891.04| 6000.00000 6000.00| 6075.00000 6075.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02240 329.100 SYS | 13.71000 4511.96| 24.00000 7898.40| 28.49000 9376.06 PAVEMENT, REMOVE | | | 0003 202-60822 456.000 SYS | 11.94000 5444.64| 16.00000 7296.00| 16.94000 7724.64 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0004 203-02000 200.000 CYS | 6.11000 1222.00| 26.00000 5200.00| 22.38000 4476.00 EXCAVATION, COMMON | | | 0005 301-07448 390.000 TON | 12.81000 4995.90| 18.00000 7020.00| 16.43000 6407.70 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 302-06464 90.000 CYS | 50.09000 4508.10| 40.00000 3600.00| 52.11000 4689.90 SUBBASE FOR PCCP | | | 0007 402-07452 68.500 TON | 120.00000 8220.00| 120.00000 8220.00| 121.23000 8304.26 HMA, TYPE C, WEDGE AND LEVEL | | | 0008 406-05520 0.200 TON | 600.00000 120.00| 600.00000 120.00| 3220.70000 644.14 ASPHALT FOR TACK COAT | | | 0009 502-06330 295.400 SYS | 49.29000 14560.27| 40.00000 11816.00| 65.00000 19201.00 PCCP, 13 IN. | | | 0010 503-03489 168.000 EACH| 21.90000 3679.20| 14.00000 2352.00| 19.00000 3192.00 RETROFITTED TIE BARS | | | 0011 503-05240 144.000 LFT | 11.90000 1713.60| 11.00000 1584.00| 17.50000 2520.00 D-1 CONTRACTION JOINT | | | 0012 602-06639 760.000 LFT | 21.23000 16134.80| 32.49000 24692.40| 26.21000 19919.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0013 610-06260 27.000 SYS | 91.42000 2468.34| 70.00000 1890.00| 173.00000 4671.00 REINFORCED CONCRETE BRIDGE APPROACH, 13 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 996 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,865.60 ROUTE : 94 CALL ORDER : 996 CONTRACT ID : M -26621-A COUNTIES : LAPORTE LETTING DATE : 09/24/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1120685 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-06405 20.000 TON | 38.36000 767.20| 30.00000 600.00| 193.81000 3876.20 RIPRAP, REVETMENT | | | 0015 715-05048 40.000 LFT | 24.34000 973.60| 10.00000 400.00| 80.79000 3231.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0016 715-05053 157.000 LFT | 13.10000 2056.70| 14.00000 2198.00| 23.71000 3722.47 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0017 718-06528 2.000 EACH| 709.21000 1418.42| 350.00000 700.00| 1327.90000 2655.80 OUTLET PROTECTOR, 1 | | | 0018 718-52610 20.000 CYS | 22.96000 459.20| 42.00000 840.00| 36.00000 720.00 AGGREGATE FOR UNDERDRAINS | | | 0019 718-99153 300.000 SYS | 2.78000 834.00| 2.00000 600.00| 3.60000 1080.00 GEOTEXTILES FOR UNDERDRAIN | | | 0020 801-01093 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| 267.50000 1070.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06207 8140.000 LFT | 0.82000 6674.80| 0.78000 6349.20| 0.83000 6756.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 20.000 EACH| 60.00000 1200.00| 52.00000 1040.00| 55.64000 1112.80 CONSTRUCTION SIGN, A | | | 0023 801-06710 7.000 DAY | 15.00000 105.00| 12.00000 84.00| 12.84000 89.88 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 1690.54000 1690.54| 10000.00000 10000.00| 4062.40000 4062.40 MAINTAINING TRAFFIC | | | 0025 801-07118 24.000 LFT | 8.50000 204.00| 9.80000 235.20| 10.49000 251.76 BARRICADE, III-A | | | 0026 804-06770 2.000 EACH| 25.00000 50.00| 10.50000 21.00| 11.24000 22.48 DELINEATOR POST | | | 0027 805-96014 548.000 LFT | 3.50000 1918.00| 4.00000 2192.00| 4.55000 2493.40 SAW CUT, FULL DEPTH | | | 0028 808-06695 700.000 LFT | 0.21000 147.00| 0.60000 420.00| 0.64000 448.00 LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0029 808-06716 6272.000 LFT | 0.40000 2508.80| 0.45000 2822.40| 0.48000 3010.56 LINE, REMOVE | | | 0030 808-75001 3782.000 LFT | 0.21000 794.22| 0.60000 2269.20| 0.64000 2420.48 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0031 808-75046 2490.000 LFT | 0.21000 522.90| 0.60000 1494.00| 0.64000 1593.60 LINE, PAINT, SOLID, YELLOW, 5 IN. | | | SECTION TOTALS | $ 95,994.23| $ 120,953.80| $ 135,818.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 95,994.23| $ 120,953.80| $ 135,818.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 996 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,865.60 ROUTE : 94 CALL ORDER : 996 CONTRACT ID : M -26621-A COUNTIES : LAPORTE LETTING DATE : 09/24/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 110-01001 LUMP| 7304.92000 7304.92| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02240 329.100 SYS | 19.11000 6289.10| | PAVEMENT, REMOVE | | | 0003 202-60822 456.000 SYS | 16.33000 7446.48| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0004 203-02000 200.000 CYS | 25.19000 5038.00| | EXCAVATION, COMMON | | | 0005 301-07448 390.000 TON | 18.85000 7351.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 302-06464 90.000 CYS | 38.69000 3482.10| | SUBBASE FOR PCCP | | | 0007 402-07452 68.500 TON | 120.00000 8220.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0008 406-05520 0.200 TON | 600.00000 120.00| | ASPHALT FOR TACK COAT | | | 0009 502-06330 295.400 SYS | 118.87000 35114.20| | PCCP, 13 IN. | | | 0010 503-03489 168.000 EACH| 27.28000 4583.04| | RETROFITTED TIE BARS | | | 0011 503-05240 144.000 LFT | 14.24000 2050.56| | D-1 CONTRACTION JOINT | | | 0012 602-06639 760.000 LFT | 32.49000 24692.40| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0013 610-06260 27.000 SYS | 131.55000 3551.85| | REINFORCED CONCRETE BRIDGE APPROACH, 13 | | | IN. | | | 0014 616-06405 20.000 TON | 41.66000 833.20| | RIPRAP, REVETMENT | | | 0015 715-05048 40.000 LFT | 8.00000 320.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0016 715-05053 157.000 LFT | 8.94000 1403.58| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0017 718-06528 2.000 EACH| 481.66000 963.32| | OUTLET PROTECTOR, 1 | | | 0018 718-52610 20.000 CYS | 36.00000 720.00| | AGGREGATE FOR UNDERDRAINS | | | 0019 718-99153 300.000 SYS | 3.14000 942.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/24/02 PAGE : 996 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,865.60 ROUTE : 94 CALL ORDER : 996 CONTRACT ID : M -26621-A COUNTIES : LAPORTE LETTING DATE : 09/24/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-01093 4.000 EACH| 96.00000 384.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06207 8140.000 LFT | 0.92000 7488.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 20.000 EACH| 50.00000 1000.00| | CONSTRUCTION SIGN, A | | | 0023 801-06710 7.000 DAY | 20.00000 140.00| | FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 13311.32000 13311.32| | MAINTAINING TRAFFIC | | | 0025 801-07118 24.000 LFT | 4.00000 96.00| | BARRICADE, III-A | | | 0026 804-06770 2.000 EACH| 20.00000 40.00| | DELINEATOR POST | | | 0027 805-96014 548.000 LFT | 6.00000 3288.00| | SAW CUT, FULL DEPTH | | | 0028 808-06695 700.000 LFT | 1.00000 700.00| | LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0029 808-06716 6272.000 LFT | 0.95000 5958.40| | LINE, REMOVE | | | 0030 808-75001 3782.000 LFT | 0.75000 2836.50| | LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0031 808-75046 2490.000 LFT | 0.75000 1867.50| | LINE, PAINT, SOLID, YELLOW, 5 IN. | | | SECTION TOTALS | $ 157,536.77| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,536.77| | ====================================================================================================================================