INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3267004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 404,443.35 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 427,428.16 105.6830% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 454,313.44 112.3305% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 459,044.00 113.5001% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 476,000.00 117.6926% 6 35-1673827 HENDERSON, H.E., INC. $ 495,317.83 122.4690% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1151771 |(3) 35-0999231 |HARVEY, GEORGE R. & SON, INC|CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 5500.00000 5500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 1200.00000 10800.00| 750.00000 6750.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 21000.00000 21000.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 9080.00000 9080.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 93.000 m | 8.75000 813.75| 13.83000 1286.19| 20.00000 1860.00 GUARDRAIL, REMOVE | | | 0006 203-02000 5523.000 m3 | 11.50000 63514.50| 11.60000 64066.80| 22.00000 121506.00 EXCAVATION, COMMON | | | 0007 205-03371 20.000 m3 | 20.00000 400.00| 38.49000 769.80| 17.00000 340.00 SEDIMENT REMOVE | | | 0008 205-06931 60.000 Mg | 30.00000 1800.00| 86.67000 5200.20| 29.00000 1740.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06935 1.000 EACH| 1000.00000 1000.00| 769.73000 769.73| 690.00000 690.00 TEMPORARY SEDIMENT BASIN | | | 0010 207-07502 2483.000 m2 | 4.00000 9932.00| 5.71000 14177.93| 4.00000 9932.00 SUBGRADE TREATMENT, TYPE D | | | 0011 211-07454 215.300 m3 | 25.00000 5382.50| 17.65000 3800.05| 53.00000 11410.90 STRUCTURE BACKFILL | | | 0012 301-07448 1425.000 Mg | 16.50000 23512.50| 16.38000 23341.50| 21.00000 29925.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 23.000 Mg | 128.50000 2955.50| 80.77000 1857.71| 120.00000 2760.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1151771 |(3) 35-0999231 |HARVEY, GEORGE R. & SON, INC|CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07493 474.000 Mg | 53.00000 25122.00| 94.94000 45001.56| 50.00000 23700.00 WIDENING WITH HMA, TYPE B | | | 0015 306-08036 4702.000 m2 | 1.90000 8933.80| 1.97000 9262.94| 2.00000 9404.00 MILLING, ASPHALT, 50 mm | | | 0016 401-07321 511.000 Mg | 48.00000 24528.00| 49.17000 25125.87| 44.00000 22484.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07390 851.000 Mg | 44.80000 38124.80| 39.78000 33852.78| 41.00000 34891.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0018 404-05511 1353.000 m2 | 2.40000 3247.20| 2.96000 4004.88| 2.15000 2908.95 SEAL COAT, 2 | | | 0019 405-05518 1353.000 m2 | 0.87000 1177.11| 0.67000 906.51| 0.75000 1014.75 ASPHALT FOR PRIME COAT | | | 0020 406-05520 3.400 Mg | 230.00000 782.00| 150.00000 510.00| 215.00000 731.00 ASPHALT FOR TACK COAT | | | 0021 601-01740 1.000 EACH| 2050.00000 2050.00| 1975.08000 1975.08| 1980.00000 1980.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0022 601-06854 2.000 EACH| 2185.00000 4370.00| 2102.33000 4204.66| 2110.00000 4220.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-99105 15.240 m | 42.50000 647.70| 40.94000 623.93| 41.00000 624.84 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 23.000 EACH| 125.00000 2875.00| 119.50000 2748.50| 120.00000 2760.00 RIGHT OF WAY MARKER | | | 0025 615-06505 6.000 EACH| 510.00000 3060.00| 151.87000 911.22| 490.00000 2940.00 MONUMENT, B | | | 0026 615-06527 2.000 EACH| 380.00000 760.00| 227.80000 455.60| 370.00000 740.00 MONUMENT, SECTION CORNER | | | 0027 616-02320 42.000 m2 | 5.00000 210.00| 6.62000 278.04| 2.20000 92.40 GEOTEXTILES | | | 0028 616-06405 57.200 Mg | 30.00000 1716.00| 50.00000 2860.00| 37.00000 2116.40 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 775.00000 1550.00| 586.44000 1172.88| 440.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.400 Mg | 700.00000 980.00| 412.72000 577.81| 440.00000 616.00 FERTILIZER | | | 0031 621-06553 286.000 kg | 7.35000 2102.10| 6.09000 1741.74| 6.40000 1830.40 SEED MIXTURE, R | | | 0032 621-06565 6.800 Mg | 530.00000 3604.00| 453.66000 3084.89| 390.00000 2652.00 MULCHING MATERIAL | | | 0033 621-06567 129.000 kL | 2.30000 296.70| 0.61000 78.69| 5.60000 722.40 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1151771 |(3) 35-0999231 |HARVEY, GEORGE R. & SON, INC|CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 716.000 m2 | 6.50000 4654.00| 5.98000 4281.68| 5.60000 4009.60 SODDING | | | 0035 714-26725 13.500 m | 3060.00000 41310.00| 3218.18000 43445.43| 3120.00000 42120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0036 715-04799 2.000 EACH| 2700.00000 5400.00| 3358.10000 6716.20| 2280.00000 4560.00 SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0037 715-05048 150.000 m | 27.00000 4050.00| 18.19000 2728.50| 1.00000 150.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05049 150.000 m | 32.00000 4800.00| 23.13000 3469.50| 1.00000 150.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0039 715-05051 50.000 m | 39.00000 1950.00| 23.57000 1178.50| 1.00000 50.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0040 715-05125 14.500 m | 145.00000 2102.50| 189.74000 2751.23| 240.00000 3480.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0041 715-05169 18.500 m | 62.00000 1147.00| 62.48000 1155.88| 170.00000 3145.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05245 30.000 m | 425.00000 12750.00| 446.41000 13392.30| 500.00000 15000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0043 715-46005 2.000 EACH| 200.00000 400.00| 415.32000 830.64| 350.00000 700.00 PIPE END SECTION, 375 mm | | | 0045 801-04308 6.000 EACH| 172.50000 1035.00| 165.97000 995.82| 150.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06196 16.000 EACH| 161.00000 2576.00| 154.91000 2478.56| 140.00000 2240.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0047 801-06625 18.000 EACH| 80.50000 1449.00| 77.45000 1394.10| 80.00000 1440.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 22.000 EACH| 96.60000 2125.20| 92.95000 2044.90| 100.00000 2200.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 51.75000 310.50| 49.79000 298.74| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 6000.00000 6000.00| 17201.47000 17201.47| 13750.00000 13750.00 MAINTAINING TRAFFIC | | | 0051 801-07118 21.600 m | 28.20000 609.12| 27.11000 585.58| 25.00000 540.00 BARRICADE, III-A | | | 0052 801-07119 9.600 m | 32.20000 309.12| 30.98000 297.41| 30.00000 288.00 BARRICADE, III-B | | | 0053 802-04893 2.000 EACH| 149.50000 299.00| 143.85000 287.70| 140.00000 280.00 REFERENCE POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1151771 |(3) 35-0999231 |HARVEY, GEORGE R. & SON, INC|CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 802-05701 71.200 m | 36.20000 2577.44| 34.80000 2477.76| 32.00000 2278.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0055 802-05702 16.600 m | 23.50000 390.10| 22.63000 375.66| 21.00000 348.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 5.690 m2 | 225.00000 1280.25| 216.87000 1233.99| 200.00000 1138.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 4.420 m2 | 200.00000 884.00| 185.89000 821.63| 170.00000 751.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0058 808-06712 147.000 m | 0.43000 63.21| 0.41000 60.27| 0.40000 58.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 1494.000 m | 0.43000 642.42| 0.41000 612.54| 0.40000 597.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 911.000 m | 0.43000 391.73| 0.41000 373.51| 0.40000 364.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06726 16.000 m | 16.00000 256.00| 15.27000 244.32| 14.00000 224.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0062 808-75008 52.000 m | 5.30000 275.60| 5.09000 264.68| 5.00000 260.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0063 808-75015 14.800 m | 8.00000 118.40| 7.63000 112.92| 7.00000 103.60 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0064 808-75996 50.000 EACH| 5.00000 250.00| 4.43000 221.50| 10.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 44.000 EACH| 37.40000 1645.60| 35.96000 1582.24| 36.00000 1584.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 601-94689 3.000 EACH| 2215.00000 6645.00| 2129.99000 6389.97| 2000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0067 715-46030 2.000 EACH| 400.00000 800.00| 587.77000 1175.54| 500.00000 1000.00 PIPE END SECTION, 750 mm | | | SECTION TOTALS | $ 404,443.35| $ 427,428.16| $ 454,313.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 404,443.35| $ 427,428.16| $ 454,313.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., 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| 14000.00000 14000.00| 13470.00000 13470.00| 32046.00000 32046.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 2500.00000 22500.00| 1605.88000 14452.92 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 23000.00000 23000.00| 21864.00000 21864.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 9500.00000 9500.00| 16026.00000 16026.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 93.000 m | 12.50000 1162.50| 7.59000 705.87| 3.71000 345.03 GUARDRAIL, REMOVE | | | 0006 203-02000 5523.000 m3 | 17.00000 93891.00| 15.20000 83949.60| 13.78000 76106.94 EXCAVATION, COMMON | | | 0007 205-03371 20.000 m3 | 22.00000 440.00| 202.29000 4045.80| 14.61000 292.20 SEDIMENT REMOVE | | | 0008 205-06931 60.000 Mg | 26.00000 1560.00| 41.79000 2507.40| 84.44000 5066.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06935 1.000 EACH| 375.00000 375.00| 905.51000 905.51| 1809.10000 1809.10 TEMPORARY SEDIMENT BASIN | | | 0010 207-07502 2483.000 m2 | 6.00000 14898.00| 7.59000 18845.97| 9.69000 24060.27 SUBGRADE TREATMENT, TYPE D | | | 0011 211-07454 215.300 m3 | 40.00000 8612.00| 19.83000 4269.40| 28.35000 6103.76 STRUCTURE BACKFILL | | | 0012 301-07448 1425.000 Mg | 21.00000 29925.00| 15.00000 21375.00| 18.70000 26647.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 23.000 Mg | 150.00000 3450.00| 100.00000 2300.00| 122.61000 2820.03 HMA PATCHING, TYPE B | | | 0014 304-07493 474.000 Mg | 55.00000 26070.00| 46.00000 21804.00| 51.43000 24377.82 WIDENING WITH HMA, TYPE B | | | 0015 306-08036 4702.000 m2 | 2.00000 9404.00| 2.45000 11519.90| 3.02000 14200.04 MILLING, ASPHALT, 50 mm | | | 0016 401-07321 511.000 Mg | 44.00000 22484.00| 52.00000 26572.00| 48.27000 24665.97 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07390 851.000 Mg | 40.00000 34040.00| 40.00000 34040.00| 44.25000 37656.75 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0018 404-05511 1353.000 m2 | 4.50000 6088.50| 3.00000 4059.00| 2.88000 3896.64 SEAL COAT, 2 | | | 0019 405-05518 1353.000 m2 | 1.00000 1353.00| 0.77000 1041.81| 0.83000 1122.99 ASPHALT FOR PRIME COAT | | | 0020 406-05520 3.400 Mg | 255.00000 867.00| 250.00000 850.00| 218.88000 744.19 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01740 1.000 EACH| 1785.00000 1785.00| 1730.06000 1730.06| 1874.25000 1874.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0022 601-06854 2.000 EACH| 1900.00000 3800.00| 1947.00000 3894.00| 1995.00000 3990.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-99105 15.240 m | 37.00000 563.88| 47.72000 727.25| 38.85000 592.07 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 23.000 EACH| 108.00000 2484.00| 124.74000 2869.02| 113.40000 2608.20 RIGHT OF WAY MARKER | | | 0025 615-06505 6.000 EACH| 445.00000 2670.00| 596.57000 3579.42| 467.25000 2803.50 MONUMENT, B | | | 0026 615-06527 2.000 EACH| 330.00000 660.00| 840.62000 1681.24| 633.85000 1267.70 MONUMENT, SECTION CORNER | | | 0027 616-02320 42.000 m2 | 6.00000 252.00| 3.23000 135.66| 4.07000 170.94 GEOTEXTILES | | | 0028 616-06405 57.200 Mg | 26.00000 1487.20| 26.76000 1530.67| 18.28000 1045.62 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 530.00000 1060.00| 705.63000 1411.26| 708.75000 1417.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.400 Mg | 373.00000 522.20| 404.59000 566.43| 635.25000 889.35 FERTILIZER | | | 0031 621-06553 286.000 kg | 5.50000 1573.00| 5.97000 1707.42| 6.69000 1913.34 SEED MIXTURE, R | | | 0032 621-06565 6.800 Mg | 410.00000 2788.00| 444.71000 3024.03| 485.10000 3298.68 MULCHING MATERIAL | | | 0033 621-06567 129.000 kL | 0.55000 70.95| 0.60000 77.40| 2.10000 270.90 WATER | | | 0034 621-06574 716.000 m2 | 5.40000 3866.40| 5.86000 4195.76| 7.08000 5069.28 SODDING | | | 0035 714-26725 13.500 m | 3500.00000 47250.00| 3365.83000 45438.71| 2682.99000 36220.37 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0036 715-04799 2.000 EACH| 3500.00000 7000.00| 3222.03000 6444.06| 2441.50000 4883.00 SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0037 715-05048 150.000 m | 17.50000 2625.00| 57.60000 8640.00| 15.75000 2362.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05049 150.000 m | 21.50000 3225.00| 132.24000 19836.00| 16.80000 2520.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0039 715-05051 50.000 m | 23.80000 1190.00| 66.47000 3323.50| 28.40000 1420.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05125 14.500 m | 130.00000 1885.00| 156.28000 2266.06| 184.33000 2672.79 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0041 715-05169 18.500 m | 85.00000 1572.50| 107.85000 1995.23| 93.25000 1725.13 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05245 30.000 m | 460.00000 13800.00| 541.24000 16237.20| 529.19000 15875.70 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0043 715-46005 2.000 EACH| 325.00000 650.00| 240.32000 480.64| 172.10000 344.20 PIPE END SECTION, 375 mm | | | 0045 801-04308 6.000 EACH| 150.00000 900.00| 162.70000 976.20| 220.50000 1323.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06196 16.000 EACH| 140.00000 2240.00| 151.86000 2429.76| 148.84000 2381.44 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0047 801-06625 18.000 EACH| 70.00000 1260.00| 75.93000 1366.74| 116.50000 2097.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 22.000 EACH| 84.00000 1848.00| 91.12000 2004.64| 115.76000 2546.72 CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 45.00000 270.00| 48.81000 292.86| 41.13000 246.78 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 3000.00000 3000.00| 12617.04000 12617.04| 39627.00000 39627.00 MAINTAINING TRAFFIC | | | 0051 801-07118 21.600 m | 24.50000 529.20| 26.57000 573.91| 36.38000 785.81 BARRICADE, III-A | | | 0052 801-07119 9.600 m | 28.00000 268.80| 30.37000 291.55| 36.38000 349.25 BARRICADE, III-B | | | 0053 802-04893 2.000 EACH| 130.00000 260.00| 92.20000 184.40| 136.50000 273.00 REFERENCE POST | | | 0054 802-05701 71.200 m | 31.45000 2239.24| 36.88000 2625.86| 33.02000 2351.02 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0055 802-05702 16.600 m | 20.45000 339.47| 43.39000 720.27| 21.47000 356.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 5.690 m2 | 196.00000 1115.24| 309.13000 1758.95| 205.80000 1171.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 4.420 m2 | 168.00000 742.56| 168.12000 743.09| 176.40000 779.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0058 808-06712 147.000 m | 0.37000 54.39| 0.40000 58.80| 0.80000 117.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/04 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,815.32 ROUTE : SR 42 CALL ORDER : 200 CONTRACT ID : R -27095-A COUNTIES : MORGAN LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06713 1494.000 m | 0.37000 552.78| 0.40000 597.60| 0.75000 1120.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 911.000 m | 0.37000 337.07| 0.40000 364.40| 0.75000 683.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06726 16.000 m | 13.80000 220.80| 14.97000 239.52| 7.16000 114.56 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0062 808-75008 52.000 m | 4.60000 239.20| 4.99000 259.48| 4.97000 258.44 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0063 808-75015 14.800 m | 6.90000 102.12| 7.48000 110.70| 5.51000 81.55 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0064 808-75996 50.000 EACH| 4.00000 200.00| 4.34000 217.00| 21.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 44.000 EACH| 32.50000 1430.00| 35.25000 1551.00| 26.67000 1173.48 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 601-94689 3.000 EACH| 1925.00000 5775.00| 2044.61000 6133.83| 2021.25000 6063.75 GUARDRAIL END TREATMENT, OS | | | 0067 715-46030 2.000 EACH| 460.00000 920.00| 415.06000 830.12| 413.51000 827.02 PIPE END SECTION, 750 mm | | | SECTION TOTALS | $ 459,044.00| $ 476,000.00| $ 495,317.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 459,044.00| $ 476,000.00| $ 495,317.83 ====================================================================================================================================