INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3230007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 710,460.25 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 721,700.00 101.5820% 3 35-1315965 FOX CONTRACTORS CORP. $ 806,654.45 113.5397% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 837,070.01 117.8208% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 863,681.78 121.5665% 6 35-1139301 E & B PAVING, INC. $ 894,000.00 125.8339% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-1315965 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 2295.32000 13771.92| 1617.62000 9705.72| 1508.00000 9048.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 9921.14000 9921.14| 14523.00000 14523.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 35983.24000 35983.24| 13890.00000 13890.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 3832.42000 3832.42| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 110.000 m2 | 2.80000 308.00| 18.60000 2046.00| 24.80000 2728.00 PAVEMENT, REMOVE | | | 0006 202-02271 4.000 EACH| 585.10000 2340.40| 735.80000 2943.20| 270.00000 1080.00 HEADWALL, REMOVE | | | 0007 202-60820 406.000 m2 | 5.86000 2379.16| 5.65000 2293.90| 9.90000 4019.40 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3600.000 m3 | 10.24000 36864.00| 12.54000 45144.00| 20.55000 73980.00 EXCAVATION, COMMON | | | 0009 205-02224 228.000 m | 5.47000 1247.16| 5.54000 1263.12| 5.41000 1233.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 64.000 m | 9.53000 609.92| 9.66000 618.24| 9.42000 602.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 21.000 EACH| 60.63000 1273.23| 61.43000 1290.03| 59.95000 1258.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-1315965 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 900.000 m3 | 22.72000 20448.00| 28.42000 25578.00| 22.85000 20565.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1792.000 Mg | 22.08000 39567.36| 16.20000 29030.40| 15.43000 27650.56 COMPACTED AGGREGATE, O, 53 | | | 0014 303-52309 2730.000 Mg | 19.63000 53589.90| 15.12000 41277.60| 15.42000 42096.60 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0015 305-05204 105.000 Mg | 48.00000 5040.00| 82.97000 8711.85| 90.90000 9544.50 HMA FOR PATCHING | | | 0016 401-05437 2761.000 Mg | 35.00000 96635.00| 33.46000 92383.06| 36.67000 101245.87 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2101.000 Mg | 34.00000 71434.00| 33.39000 70152.39| 36.62000 76938.62 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 1019.000 Mg | 51.00000 51969.00| 49.91000 50858.29| 54.69000 55729.11 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 595.000 Mg | 45.00000 26775.00| 34.24000 20372.80| 37.49000 22306.55 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05509 45.000 Mg | 89.00000 4005.00| 41.73000 1877.85| 45.73000 2057.85 COVER AGGREGATE, SEAL COAT | | | 0021 404-05510 3302.000 m2 | 2.00000 6604.00| 0.30000 990.60| 0.31000 1023.62 SEAL COAT, 1 | | | 0022 405-05517 14.000 Mg | 350.00000 4900.00| 330.78000 4630.92| 206.00000 2884.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 11.000 Mg | 184.00000 2024.00| 205.71000 2262.81| 185.40000 2039.40 ASPHALT FOR TACK COAT | | | 0024 610-05527 484.000 Mg | 46.00000 22264.00| 51.62000 24984.08| 56.55000 27370.20 HMA FOR APPROACHES | | | 0025 611-06497 5.000 EACH| 203.13000 1015.65| 160.43000 802.15| 154.50000 772.50 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 17.000 EACH| 122.92000 2089.64| 113.99000 1937.83| 144.20000 2451.40 RIGHT OF WAY MARKER | | | 0027 615-06500 3.000 EACH| 494.81000 1484.43| 612.16000 1836.48| 473.80000 1421.40 MONUMENT, A | | | 0028 616-02320 681.000 m2 | 2.39000 1627.59| 3.14000 2138.34| 2.23000 1518.63 GEOTEXTILES | | | 0029 616-06401 571.000 Mg | 22.71000 12967.41| 30.34000 17324.14| 28.60000 16330.60 RIPRAP, DUMPED | | | 0030 621-01004 1.000 EACH| 666.69000 666.69| 675.48000 675.48| 659.20000 659.20 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 5.200 Mg | 520.85000 2708.42| 527.72000 2744.14| 515.00000 2678.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-1315965 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06548 35.000 kg | 51.56000 1804.60| 52.24000 1828.40| 50.99000 1784.65 SEED MIXTURE, CV | | | 0033 621-06553 1069.000 kg | 7.55000 8070.95| 7.65000 8177.85| 7.47000 7985.43 SEED MIXTURE, R | | | 0034 621-06565 26.000 Mg | 406.26000 10562.76| 411.62000 10702.12| 401.70000 10444.20 MULCHING MATERIAL | | | 0035 621-06567 42.000 kL | 0.52000 21.84| 0.53000 22.26| 0.50000 21.00 WATER | | | 0036 621-06574 132.000 m2 | 4.43000 584.76| 6.35000 838.20| 3.55000 468.60 SODDING | | | 0037 621-06575 2242.000 m2 | 4.42000 9909.64| 6.19000 13877.98| 3.55000 7959.10 SODDING, NURSERY | | | 0038 714-26702 57.000 m | 955.04000 54437.28| 1137.79000 64854.03| 1927.90000 109890.30 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0039 715-05123 94.000 m | 136.71000 12850.74| 213.70000 20087.80| 337.88000 31760.72 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0040 715-05168 8.000 m | 121.37000 970.96| 197.53000 1580.24| 214.25000 1714.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0041 715-05169 78.000 m | 103.32000 8058.96| 114.21000 8908.38| 82.93000 6468.54 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05921 25.000 m | 189.49000 4737.25| 261.55000 6538.75| 273.07000 6826.75 PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.31 m2 | | | 0043 715-06471 2.000 EACH| 473.75000 947.50| 1631.58000 3263.16| 463.00000 926.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0044 715-46000 1.000 EACH| 353.08000 353.08| 419.72000 419.72| 494.00000 494.00 PIPE END SECTION, 300 mm | | | 0045 715-46005 14.000 EACH| 313.35000 4386.90| 264.52000 3703.28| 515.00000 7210.00 PIPE END SECTION, 375 mm | | | 0046 801-01093 2.000 EACH| 546.90000 1093.80| 844.36000 1688.72| 386.00000 772.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-04308 2.000 EACH| 234.39000 468.78| 184.70000 369.40| 298.70000 597.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06204 3040.000 m | 0.63000 1915.20| 0.37000 1124.80| 0.72000 2188.80 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0049 801-06207 1484.000 m | 2.82000 4184.88| 1.65000 2448.60| 3.24000 4808.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06606 14.000 EACH| 78.13000 1093.82| 89.71000 1255.94| 99.91000 1398.74 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1151771 |(3) 35-1315965 |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06640 24.000 EACH| 78.13000 1875.12| 84.44000 2026.56| 111.24000 2669.76 CONSTRUCTION SIGN, A | | | 0052 801-06645 12.000 EACH| 26.04000 312.48| 21.11000 253.32| 42.23000 506.76 CONSTRUCTION SIGN, B | | | 0053 801-06710 240.000 DAY | 13.28000 3187.20| 13.72000 3292.80| 13.39000 3213.60 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 23203.53000 23203.53| 12760.09000 12760.09| 6577.00000 6577.00 MAINTAINING TRAFFIC | | | 0055 802-05701 13.750 m | 36.93000 507.79| 27.44000 377.30| 36.57000 502.84 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76035 2.730 m2 | 244.80000 668.30| 318.74000 870.16| 179.42000 489.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 808-06713 1613.000 m | 0.30000 483.90| 0.58000 935.54| 0.46000 741.98 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06716 276.000 m | 1.56000 430.56| 2.11000 582.36| 2.68000 739.68 LINE, REMOVE | | | 0059 808-75245 1631.000 m | 1.30000 2120.30| 1.06000 1728.86| 0.88000 1435.28 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75290 306.000 m | 10.68000 3268.08| 0.01000 3.06| 9.79000 2995.74 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0061 808-75297 16.000 m | 15.63000 250.08| 17.94000 287.04| 10.30000 164.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75998 128.000 EACH| 22.40000 2867.20| 31.66000 4052.48| 22.66000 2900.48 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-92027 604.000 m | 1.99000 1201.96| 4.22000 2548.88| 1.75000 1057.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0064 202-51330 LUMP| 4680.77000 4680.77| 15866.77000 15866.77| 21882.00000 21882.00 PRESENT STRUCTURE, REMOVE , BOX CULVERT | | | STR. NO. 103 | | | 0065 202-51330 LUMP| 2340.40000 2340.40| 8814.93000 8814.93| 8912.00000 8912.00 PRESENT STRUCTURE, REMOVE , BOX CULVERT | | | STR. NO. 107. | | | SECTION TOTALS | $ 710,460.25| $ 721,700.00| $ 806,654.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 710,460.25| $ 721,700.00| $ 806,654.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |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 105-06790 6.000 MOS | 1900.00000 11400.00| 1330.24000 7981.44| 2180.00000 13080.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10300.00000 10300.00| 13000.00000 13000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34500.00000 34500.00| 43000.00000 43000.00| 41500.00000 41500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10750.00000 10750.00| 8000.00000 8000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 110.000 m2 | 16.00000 1760.00| 25.00000 2750.00| 24.80000 2728.00 PAVEMENT, REMOVE | | | 0006 202-02271 4.000 EACH| 450.00000 1800.00| 300.00000 1200.00| 270.00000 1080.00 HEADWALL, REMOVE | | | 0007 202-60820 406.000 m2 | 8.50000 3451.00| 5.00000 2030.00| 9.50000 3857.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3600.000 m3 | 16.95000 61020.00| 25.00000 90000.00| 20.55000 73980.00 EXCAVATION, COMMON | | | 0009 205-02224 228.000 m | 1.55000 353.40| 5.72000 1304.16| 5.25000 1197.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 64.000 m | 7.75000 496.00| 9.97000 638.08| 9.15000 585.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 21.000 EACH| 55.00000 1155.00| 63.43000 1332.03| 58.20000 1222.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 900.000 m3 | 30.00000 27000.00| 20.00000 18000.00| 30.00000 27000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1792.000 Mg | 18.75000 33600.00| 24.64000 44154.88| 17.00000 30464.00 COMPACTED AGGREGATE, O, 53 | | | 0014 303-52309 2730.000 Mg | 20.00000 54600.00| 18.95000 51733.50| 17.00000 46410.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0015 305-05204 105.000 Mg | 92.20000 9681.00| 120.00000 12600.00| 105.00000 11025.00 HMA FOR PATCHING | | | 0016 401-05437 2761.000 Mg | 38.40000 106022.40| 38.80000 107126.80| 42.00000 115962.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2101.000 Mg | 38.10000 80048.10| 38.75000 81413.75| 42.00000 88242.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 1019.000 Mg | 54.30000 55331.70| 57.87000 58969.53| 60.00000 61140.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05459 595.000 Mg | 43.10000 25644.50| 39.67000 23603.65| 42.00000 24990.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05509 45.000 Mg | 16.90000 760.50| 48.39000 2177.55| 105.00000 4725.00 COVER AGGREGATE, SEAL COAT | | | 0021 404-05510 3302.000 m2 | 1.45000 4787.90| 0.33000 1089.66| 0.25000 825.50 SEAL COAT, 1 | | | 0022 405-05517 14.000 Mg | 290.00000 4060.00| 217.98000 3051.72| 400.00000 5600.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 11.000 Mg | 225.00000 2475.00| 196.18000 2157.98| 225.00000 2475.00 ASPHALT FOR TACK COAT | | | 0024 610-05527 484.000 Mg | 64.50000 31218.00| 59.84000 28962.56| 70.00000 33880.00 HMA FOR APPROACHES | | | 0025 611-06497 5.000 EACH| 195.00000 975.00| 212.53000 1062.65| 152.00000 760.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 17.000 EACH| 118.00000 2006.00| 128.61000 2186.37| 108.00000 1836.00 RIGHT OF WAY MARKER | | | 0027 615-06500 3.000 EACH| 475.00000 1425.00| 517.70000 1553.10| 580.00000 1740.00 MONUMENT, A | | | 0028 616-02320 681.000 m2 | 1.30000 885.30| 4.66000 3173.46| 2.23000 1518.63 GEOTEXTILES | | | 0029 616-06401 571.000 Mg | 27.20000 15531.20| 30.07000 17169.97| 28.60000 16330.60 RIPRAP, DUMPED | | | 0030 621-01004 1.000 EACH| 400.00000 400.00| 697.53000 697.53| 640.00000 640.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 5.200 Mg | 425.00000 2210.00| 544.95000 2833.74| 500.00000 2600.00 FERTILIZER | | | 0032 621-06548 35.000 kg | 75.00000 2625.00| 53.95000 1888.25| 49.50000 1732.50 SEED MIXTURE, CV | | | 0033 621-06553 1069.000 kg | 6.05000 6467.45| 7.90000 8445.10| 7.25000 7750.25 SEED MIXTURE, R | | | 0034 621-06565 26.000 Mg | 400.00000 10400.00| 425.06000 11051.56| 390.00000 10140.00 MULCHING MATERIAL | | | 0035 621-06567 42.000 kL | 2.38000 99.96| 0.54000 22.68| 0.50000 21.00 WATER | | | 0036 621-06574 132.000 m2 | 3.48000 459.36| 3.76000 496.32| 3.45000 455.40 SODDING | | | 0037 621-06575 2242.000 m2 | 3.42000 7667.64| 3.76000 8429.92| 3.45000 7734.90 SODDING, NURSERY | | | 0038 714-26702 57.000 m | 1560.00000 88920.00| 1100.00000 62700.00| 1927.90000 109890.30 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05123 94.000 m | 440.00000 41360.00| 500.00000 47000.00| 337.88000 31760.72 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0040 715-05168 8.000 m | 110.00000 880.00| 88.47000 707.76| 214.25000 1714.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0041 715-05169 78.000 m | 80.00000 6240.00| 95.24000 7428.72| 82.93000 6468.54 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05921 25.000 m | 125.00000 3125.00| 153.61000 3840.25| 273.07000 6826.75 PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.31 m2 | | | 0043 715-06471 2.000 EACH| 1000.00000 2000.00| 1156.57000 2313.14| 463.28000 926.56 PIPE END SECTION, MIN. AREA .31 m2 | | | 0044 715-46000 1.000 EACH| 265.00000 265.00| 327.84000 327.84| 495.00000 495.00 PIPE END SECTION, 300 mm | | | 0045 715-46005 14.000 EACH| 265.00000 3710.00| 367.04000 5138.56| 515.00000 7210.00 PIPE END SECTION, 375 mm | | | 0046 801-01093 2.000 EACH| 800.00000 1600.00| 408.71000 817.42| 800.00000 1600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-04308 2.000 EACH| 175.00000 350.00| 316.07000 632.14| 175.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06204 3040.000 m | 0.35000 1064.00| 0.76000 2310.40| 0.35000 1064.00 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0049 801-06207 1484.000 m | 1.60000 2374.40| 3.43000 5090.12| 1.60000 2374.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06606 14.000 EACH| 85.00000 1190.00| 105.72000 1480.08| 85.00000 1190.00 BARRICADE, IIIB | | | 0051 801-06640 24.000 EACH| 80.00000 1920.00| 117.71000 2825.04| 80.00000 1920.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 12.000 EACH| 30.00000 360.00| 44.69000 536.28| 30.00000 360.00 CONSTRUCTION SIGN, B | | | 0053 801-06710 240.000 DAY | 13.00000 3120.00| 14.17000 3400.80| 13.00000 3120.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 20000.00000 20000.00| 31000.00000 31000.00| 10078.98000 10078.98 MAINTAINING TRAFFIC | | | 0055 802-05701 13.750 m | 35.45000 487.44| 38.64000 531.30| 26.00000 357.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76035 2.730 m2 | 235.00000 641.55| 256.13000 699.23| 302.00000 824.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,851.75 ROUTE : US 40 CALL ORDER : 101 CONTRACT ID : R -24566-A COUNTIES : HANCOCK LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-06713 1613.000 m | 0.55000 887.15| 0.49000 790.37| 0.55000 887.15 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06716 276.000 m | 2.00000 552.00| 2.83000 781.08| 2.00000 552.00 LINE, REMOVE | | | 0059 808-75245 1631.000 m | 1.00000 1631.00| 0.93000 1516.83| 1.00000 1631.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75290 306.000 m | 0.01000 3.06| 0.54000 165.24| 0.01000 3.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0061 808-75297 16.000 m | 17.00000 272.00| 10.90000 174.40| 17.00000 272.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75998 128.000 EACH| 32.00000 4096.00| 23.98000 3069.44| 28.00000 3584.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-92027 604.000 m | 5.00000 3020.00| 1.85000 1117.40| 5.00000 3020.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0064 202-51330 LUMP| 15835.00000 15835.00| 6000.00000 6000.00| 21882.00000 21882.00 PRESENT STRUCTURE, REMOVE , BOX CULVERT | | | STR. NO. 103 | | | 0065 202-51330 LUMP| 7800.00000 7800.00| 6000.00000 6000.00| 8910.00000 8910.00 PRESENT STRUCTURE, REMOVE , BOX CULVERT | | | STR. NO. 107. | | | SECTION TOTALS | $ 837,070.01| $ 863,681.78| $ 894,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 837,070.01| $ 863,681.78| $ 894,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 44 & 7521 CALL ORDER : 111 CONTRACT ID : R -24743-A COUNTIES : FAYETTE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,127,279.03 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 2,133,288.17 100.2824% 3 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL BID $ 2,205,134.01 103.6598% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 2,459,671.09 115.6252% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7903001 7903002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 2,192,865.06 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,198,900.00 100.2752% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,506,095.77 114.2840% 4 35-1549010 MCALISTER EXCAVATING CO $ 2,719,014.17 123.9936% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 18.000 MOS | 1441.22600 25942.07| 1250.00000 22500.00| 800.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18635.00000 18635.00| 19000.00000 19000.00| 26500.00000 26500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 111644.28000 111644.28| 109642.69000 109642.69| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20072.27000 20072.27| 65000.00000 65000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20421.07000 20421.07| 16000.00000 16000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 9.58200 1916.40| 7.25000 1450.00| 9.00000 1800.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 23383.000 m3 | 7.95500 186011.77| 6.50000 151989.50| 8.00000 187064.00 EXCAVATION, COMMON | | | 0008 203-02070 8086.000 m3 | 5.50800 44537.69| 5.00000 40430.00| 10.00000 80860.00 BORROW | | | 0009 203-02070 3985.000 m3 | 8.00300 31891.96| 9.00000 35865.00| 15.00000 59775.00 BORROW (CLAY) | | | 0010 203-51223 4552.000 m3 | 6.04700 27525.94| 6.50000 29588.00| 8.00000 36416.00 EXCAVATION, WATERWAY | | | 0011 205-03371 350.000 m3 | 8.02100 2807.35| 2.70000 945.00| 15.00000 5250.00 SEDIMENT REMOVE | | | 0012 205-06931 338.800 Mg | 33.44900 11332.52| 50.00000 16940.00| 25.00000 8470.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 2.000 EACH| 40.00000 80.00| 150.00000 300.00| 40.00000 80.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06936 255.000 Mg | 33.27300 8484.62| 40.00000 10200.00| 25.00000 6375.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 633.000 m | 5.38000 3405.54| 8.30000 5253.90| 5.38000 3405.54 TEMPORARY SILT FENCE | | | 0016 206-51220 192.000 m3 | 24.03400 4614.53| 200.00000 38400.00| 25.00000 4800.00 EXCAVATION, WET | | | 0017 207-02045 5600.000 m3 | 6.58600 36881.60| 3.90000 21840.00| 9.00000 50400.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 211-02060 10.800 m3 | 73.33700 792.04| 20.00000 216.00| 35.00000 378.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 42.600 m3 | 44.55200 1897.92| 110.00000 4686.00| 65.00000 2769.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 7130.000 Mg | 15.48600 110415.18| 19.75000 140817.50| 19.75000 140817.50 COMPACTED AGGREGATE, O, 53 | | | 0021 401-05437 8210.000 Mg | 34.50000 283245.00| 39.00000 320190.00| 39.00000 320190.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-06264 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0023 402-05474 2682.000 Mg | 40.00000 107280.00| 40.00000 107280.00| 40.00000 107280.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 1151.000 Mg | 52.00000 59852.00| 50.50000 58125.50| 50.50000 58125.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 1260.000 Mg | 43.00000 54180.00| 43.50000 54810.00| 43.50000 54810.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 7211.000 m2 | 1.00000 7211.00| 1.10000 7932.10| 1.10000 7932.10 SEAL COAT, 2 | | | 0027 405-05517 13.600 Mg | 350.00000 4760.00| 300.00000 4080.00| 300.00000 4080.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 15.900 Mg | 230.00000 3657.00| 185.00000 2941.50| 185.00000 2941.50 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1085.00000 4340.00| 1210.00000 4840.00| 1085.00000 4340.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-91426 3.000 EACH| 30.00000 90.00| 47.00000 141.00| 30.00000 90.00 GUARDRAIL TERMINAL END SECTION, A | | | 0031 601-94689 5.000 EACH| 1895.00000 9475.00| 3200.00000 16000.00| 1895.00000 9475.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 211.450 m | 30.00000 6343.50| 30.00000 6343.50| 30.00000 6343.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 7.00000 42.00| 7.35000 44.10| 7.00000 42.00 BARRIER DELINEATOR | | | 0034 603-04550 6.000 EACH| 1410.00000 8460.00| 1710.00000 10260.00| 1410.00000 8460.00 FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-06069 8.000 m2 | 37.67000 301.36| 110.00000 880.00| 75.00000 600.00 CURB RAMP, CONCRETE | | | 0036 604-06070 48.000 m2 | 29.60000 1420.80| 50.00000 2400.00| 35.00000 1680.00 SIDEWALK, CONCRETE | | | 0037 605-06150 80.000 m | 62.17000 4973.60| 80.00000 6400.00| 45.00000 3600.00 CURB AND GUTTER, C, CONCRETE | | | 0038 607-06175 5.600 m | 62.17000 348.15| 80.00000 448.00| 50.00000 280.00 GUTTER, CONCRETE , C | | | 0039 607-06335 12.700 m | 121.39000 1541.65| 170.00000 2159.00| 75.00000 952.50 PAVED SIDE DITCH, A | | | 0040 610-05527 29.400 Mg | 125.00000 3675.00| 80.00000 2352.00| 80.00000 2352.00 HMA FOR APPROACHES | | | 0041 610-06259 162.600 m2 | 73.27800 11915.00| 65.00000 10569.00| 70.00000 11382.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 611-06497 1.000 EACH| 105.00000 105.00| 235.00000 235.00| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 616-02320 1914.700 m2 | 2.26100 4329.14| 2.00000 3829.40| 2.00000 3829.40 GEOTEXTILES | | | 0044 616-02320 107.400 m2 | 3.41900 367.20| 2.00000 214.80| 3.00000 322.20 GEOTEXTILES FOR END BENT BACKFILL | | | 0045 616-06405 1474.500 Mg | 17.40400 25662.20| 18.00000 26541.00| 18.00000 26541.00 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 375.00000 750.00| 630.00000 1260.00| 375.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01371 165.100 kg | 7.90000 1304.29| 8.40000 1386.84| 7.90000 1304.29 SEED MIXTURE, LEGUME, 2 | | | 0048 621-01882 30.000 kg | 26.50000 795.00| 10.70000 321.00| 26.50000 795.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0049 621-04258 90.000 kg | 65.00000 5850.00| 35.25000 3172.50| 65.00000 5850.00 SEED MIXTURE , MITIGATION | | | 0050 621-06545 6.600 Mg | 605.00000 3993.00| 500.00000 3300.00| 605.00000 3993.00 FERTILIZER | | | 0051 621-06548 48.700 kg | 43.00000 2094.10| 50.00000 2435.00| 43.00000 2094.10 SEED MIXTURE, CV | | | 0052 621-06553 920.800 kg | 6.37000 5865.50| 8.00000 7366.40| 6.37000 5865.50 SEED MIXTURE, R | | | 0053 621-06565 33.000 Mg | 460.00000 15180.00| 420.00000 13860.00| 460.00000 15180.00 MULCHING MATERIAL | | | 0054 621-06567 5.100 kL | 1.00000 5.10| 0.50000 2.55| 1.00000 5.10 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06574 700.600 m2 | 3.95000 2767.37| 3.75000 2627.25| 3.95000 2767.37 SODDING | | | 0057 701-51195 781.000 m | 74.88500 58485.19| 60.00000 46860.00| 125.00000 97625.00 PILE, STEEL H, HP 310 X 79 | | | 0058 701-91792 46.000 EACH| 85.79900 3946.75| 90.00000 4140.00| 150.00000 6900.00 PILE TIP, STEEL H | | | 0059 702-51005 81.200 m3 | 627.94600 50989.22| 600.00000 48720.00| 600.00000 48720.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 39.800 m3 | 978.17100 38931.21| 275.00000 10945.00| 500.00000 19900.00 CONCRETE, B, FOOTINGS | | | 0061 703-51030 9636.000 kg | 1.19300 11495.75| 1.00000 9636.00| 1.50000 14454.00 REINFORCING STEEL | | | 0062 703-51032 36917.000 kg | 1.29500 47807.52| 1.25000 46146.25| 1.70000 62758.90 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 255.700 m3 | 592.59600 151526.80| 500.00000 127850.00| 650.00000 166205.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 30.400 m3 | 309.10000 9396.64| 400.00000 12160.00| 700.00000 21280.00 CONCRETE, C, RAILING | | | 0066 707-05984 501.600 m | 275.98500 138434.08| 264.00000 132422.40| 375.00000 188100.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0067 709-51821 LUMP| 4980.00000 4980.00| 3665.00000 3665.00| 3500.00000 3500.00 SURFACE SEAL | | | 0068 715-03584 2.000 EACH| 572.01500 1144.03| 420.00000 840.00| 550.00000 1100.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0069 715-05021 51.000 m | 52.64200 2684.74| 50.00000 2550.00| 60.00000 3060.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05048 1188.000 m | 9.88100 11738.63| 7.50000 8910.00| 7.21000 8565.48 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0071 715-05053 92.000 m | 18.01200 1657.10| 30.00000 2760.00| 28.25000 2599.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0072 715-05121 18.500 m | 73.08000 1352.00| 55.00000 1017.50| 75.00000 1387.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0073 715-05168 11.000 m | 92.74000 1020.14| 50.00000 550.00| 70.00000 770.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0074 715-05171 36.500 m | 230.86100 8426.43| 240.00000 8760.00| 75.00000 2737.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0075 715-05407 58.800 m | 12.85200 755.70| 25.00000 1470.00| 25.00000 1470.00 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-06967 1.000 EACH| 642.69000 642.69| 900.00000 900.00| 5500.00000 5500.00 CONCRETE ANCHOR, 450 mm | | | 0077 715-46000 2.000 EACH| 563.57500 1127.15| 250.00000 500.00| 250.00000 500.00 PIPE END SECTION, 300 mm | | | 0078 715-46005 4.000 EACH| 578.55000 2314.22| 275.00000 1100.00| 200.00000 800.00 PIPE END SECTION, 375 mm | | | 0079 715-46010 3.000 EACH| 561.87000 1685.61| 300.00000 900.00| 225.00000 675.00 PIPE END SECTION, 450 mm | | | 0080 718-06528 10.000 EACH| 75.12000 751.20| 650.00000 6500.00| 625.00000 6250.00 OUTLET PROTECTOR, 1 | | | 0081 718-06532 1000.000 m | 3.00000 3000.00| 3.30000 3300.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 983.800 m3 | 21.02000 20679.48| 47.50000 46730.50| 45.00000 44271.00 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 7376.000 m2 | 1.97200 14545.47| 1.70000 12539.20| 1.60000 11801.60 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-90984 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 2000.00000 4000.00 MANHOLE, C2 ,MODIFIED | | | 0085 728-98377 LUMP| 3150.00000 3150.00| 3200.00000 3200.00| 3875.00000 3875.00 MASONRY COATING | | | 0086 801-04308 4.000 EACH| 372.00000 1488.00| 325.00000 1300.00| 310.00000 1240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06605 12.000 EACH| 93.50000 1122.00| 115.00000 1380.00| 110.00000 1320.00 BARRICADE, IIIA | | | 0088 801-06640 12.000 EACH| 109.50000 1314.00| 105.00000 1260.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0089 802-76025 3.156 m2 | 169.67700 535.50| 200.00000 631.20| 170.00000 536.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0090 802-76035 4.180 m2 | 170.00000 710.60| 170.00000 710.60| 170.00000 710.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0091 802-76055 61.200 m | 20.00000 1224.00| 15.20000 930.24| 20.00000 1224.00 SIGN POST, A | | | 0092 808-03631 152.000 m | 10.02000 1523.04| 12.15000 1846.80| 11.55000 1755.60 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0093 808-06703 3395.000 m | 1.00000 3395.00| 1.05000 3564.75| 1.00000 3395.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0094 808-06713 253.000 m | 1.40000 354.20| 1.05000 265.65| 0.97000 245.41 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 178.000 m | 1.40000 249.20| 1.05000 186.90| 0.97000 172.66 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-2040801 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75240 198.000 m | 1.00000 198.00| 1.10000 217.80| 1.05000 207.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0097 808-75245 1705.000 m | 1.00000 1705.00| 1.10000 1875.50| 1.00000 1705.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0098 808-75278 108.000 m | 4.90000 529.20| 4.50000 486.00| 4.25000 459.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0099 808-75297 45.200 m | 10.35000 467.82| 10.00000 452.00| 9.50000 429.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-75320 3.000 EACH| 51.50000 154.50| 48.00000 144.00| 46.00000 138.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 3.000 EACH| 70.50000 211.50| 60.00000 180.00| 58.00000 174.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-92027 1048.000 m | 2.00000 2096.00| 2.11000 2211.28| 2.00000 2096.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0103 808-03632 152.000 m | 10.02000 1523.04| 12.20000 1854.40| 11.55000 1755.60 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0104 622-05649 336.000 EACH| 168.00000 56448.00| 175.00000 58800.00| 168.00000 56448.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0105 622-05650 336.000 EACH| 260.00000 87360.00| 215.00000 72240.00| 260.00000 87360.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0106 622-05651 336.000 EACH| 350.00000 117600.00| 230.00000 77280.00| 350.00000 117600.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | SECTION TOTALS | $ 2,192,865.06| $ 2,198,900.00| $ 2,506,095.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,192,865.06| $ 2,198,900.00| $ 2,506,095.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 18.000 MOS | 1500.00000 27000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 31000.00000 31000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 140000.00000 140000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 27000.00000 27000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 10.00000 2000.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 23383.000 m3 | 8.50000 198755.50| | EXCAVATION, COMMON | | | 0008 203-02070 8086.000 m3 | 16.00000 129376.00| | BORROW | | | 0009 203-02070 3985.000 m3 | 18.00000 71730.00| | BORROW (CLAY) | | | 0010 203-51223 4552.000 m3 | 10.00000 45520.00| | EXCAVATION, WATERWAY | | | 0011 205-03371 350.000 m3 | 15.00000 5250.00| | SEDIMENT REMOVE | | | 0012 205-06931 338.800 Mg | 28.00000 9486.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 2.000 EACH| 125.00000 250.00| | TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 255.000 Mg | 25.00000 6375.00| | TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 633.000 m | 5.75000 3639.75| | TEMPORARY SILT FENCE | | | 0016 206-51220 192.000 m3 | 165.00000 31680.00| | EXCAVATION, WET | | | 0017 207-02045 5600.000 m3 | 7.50000 42000.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 211-02060 10.800 m3 | 21.00000 226.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 42.600 m3 | 29.00000 1235.40| | AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 7130.000 Mg | 22.00000 156860.00| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-05437 8210.000 Mg | 45.00000 369450.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-06264 LUMP| 4000.00000 4000.00| | PROFILOGRAPH, HMA | | | 0023 402-05474 2682.000 Mg | 46.00000 123372.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 1151.000 Mg | 57.50000 66182.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 1260.000 Mg | 50.00000 63000.00| | HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 7211.000 m2 | 1.25000 9013.75| | SEAL COAT, 2 | | | 0027 405-05517 13.600 Mg | 345.00000 4692.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 15.900 Mg | 2.10000 33.39| | ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-91426 3.000 EACH| 35.00000 105.00| | GUARDRAIL TERMINAL END SECTION, A | | | 0031 601-94689 5.000 EACH| 2080.00000 10400.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 211.450 m | 34.50000 7295.03| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 10.00000 60.00| | BARRIER DELINEATOR | | | 0034 603-04550 6.000 EACH| 1600.00000 9600.00| | FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0035 604-06069 8.000 m2 | 50.00000 400.00| | CURB RAMP, CONCRETE | | | 0036 604-06070 48.000 m2 | 34.00000 1632.00| | SIDEWALK, CONCRETE | | | 0037 605-06150 80.000 m | 50.00000 4000.00| | CURB AND GUTTER, C, CONCRETE | | | 0038 607-06175 5.600 m | 33.00000 184.80| | GUTTER, CONCRETE , C | | | 0039 607-06335 12.700 m | 74.00000 939.80| | PAVED SIDE DITCH, A | | | 0040 610-05527 29.400 Mg | 92.00000 2704.80| | HMA FOR APPROACHES | | | 0041 610-06259 162.600 m2 | 66.00000 10731.60| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 611-06497 1.000 EACH| 120.00000 120.00| | MAILBOX ASSEMBLY, SINGLE | | | 0043 616-02320 1914.700 m2 | 2.50000 4786.75| | GEOTEXTILES | | | 0044 616-02320 107.400 m2 | 2.50000 268.50| | GEOTEXTILES FOR END BENT BACKFILL | | | 0045 616-06405 1474.500 Mg | 20.00000 29490.00| | RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01371 165.100 kg | 9.50000 1568.45| | SEED MIXTURE, LEGUME, 2 | | | 0048 621-01882 30.000 kg | 11.25000 337.50| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0049 621-04258 90.000 kg | 37.00000 3330.00| | SEED MIXTURE , MITIGATION | | | 0050 621-06545 6.600 Mg | 550.00000 3630.00| | FERTILIZER | | | 0051 621-06548 48.700 kg | 54.00000 2629.80| | SEED MIXTURE, CV | | | 0052 621-06553 920.800 kg | 8.50000 7826.80| | SEED MIXTURE, R | | | 0053 621-06565 33.000 Mg | 450.00000 14850.00| | MULCHING MATERIAL | | | 0054 621-06567 5.100 kL | 1.00000 5.10| | WATER | | | 0055 621-06574 700.600 m2 | 5.00000 3503.00| | SODDING | | | 0057 701-51195 781.000 m | 88.00000 68728.00| | PILE, STEEL H, HP 310 X 79 | | | 0058 701-91792 46.000 EACH| 80.00000 3680.00| | PILE TIP, STEEL H | | | 0059 702-51005 81.200 m3 | 430.00000 34916.00| | CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 39.800 m3 | 390.00000 15522.00| | CONCRETE, B, FOOTINGS | | | 0061 703-51030 9636.000 kg | 1.32000 12719.52| | REINFORCING STEEL | | | 0062 703-51032 36917.000 kg | 1.43000 52791.31| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 704-51002 255.700 m3 | 465.00000 118900.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 4.000 EACH| 1250.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 30.400 m3 | 500.00000 15200.00| | CONCRETE, C, RAILING | | | 0066 707-05984 501.600 m | 279.00000 139946.40| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0067 709-51821 LUMP| 5400.00000 5400.00| | SURFACE SEAL | | | 0068 715-03584 2.000 EACH| 350.00000 700.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0069 715-05021 51.000 m | 55.00000 2805.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05048 1188.000 m | 11.50000 13662.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0071 715-05053 92.000 m | 36.00000 3312.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0072 715-05121 18.500 m | 76.50000 1415.25| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0073 715-05168 11.000 m | 63.00000 693.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0074 715-05171 36.500 m | 76.50000 2792.25| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0075 715-05407 58.800 m | 36.00000 2116.80| | PIPE, END BENT DRAIN, 150 mm | | | 0076 715-06967 1.000 EACH| 1200.00000 1200.00| | CONCRETE ANCHOR, 450 mm | | | 0077 715-46000 2.000 EACH| 225.00000 450.00| | PIPE END SECTION, 300 mm | | | 0078 715-46005 4.000 EACH| 200.00000 800.00| | PIPE END SECTION, 375 mm | | | 0079 715-46010 3.000 EACH| 200.00000 600.00| | PIPE END SECTION, 450 mm | | | 0080 718-06528 10.000 EACH| 175.00000 1750.00| | OUTLET PROTECTOR, 1 | | | 0081 718-06532 1000.000 m | 4.00000 4000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 983.800 m3 | 30.00000 29514.00| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 718-99153 7376.000 m2 | 2.50000 18440.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-90984 2.000 EACH| 2500.00000 5000.00| | MANHOLE, C2 ,MODIFIED | | | 0085 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING | | | 0086 801-04308 4.000 EACH| 360.00000 1440.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06605 12.000 EACH| 125.00000 1500.00| | BARRICADE, IIIA | | | 0088 801-06640 12.000 EACH| 115.00000 1380.00| | CONSTRUCTION SIGN, A | | | 0089 802-76025 3.156 m2 | 200.00000 631.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0090 802-76035 4.180 m2 | 200.00000 836.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0091 802-76055 61.200 m | 23.00000 1407.60| | SIGN POST, A | | | 0092 808-03631 152.000 m | 13.00000 1976.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0093 808-06703 3395.000 m | 1.15000 3904.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0094 808-06713 253.000 m | 1.12000 283.36| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 178.000 m | 1.12000 199.36| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 808-75240 198.000 m | 1.20000 237.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0097 808-75245 1705.000 m | 1.15000 1960.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0098 808-75278 108.000 m | 4.75000 513.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0099 808-75297 45.200 m | 11.00000 497.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-75320 3.000 EACH| 55.00000 165.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,872,693.24 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25082-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 808-75325 3.000 EACH| 65.00000 195.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-92027 1048.000 m | 2.30000 2410.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0103 808-03632 152.000 m | 13.00000 1976.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0104 622-05649 336.000 EACH| 210.00000 70560.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0105 622-05650 336.000 EACH| 355.00000 119280.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0106 622-05651 336.000 EACH| 580.00000 194880.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | SECTION TOTALS | $ 2,719,014.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,719,014.17| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0623008 0623008 0623008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 7,049,338.54 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 7,354,637.39 104.3308% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 8,699,207.93 123.4045% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 8,917,870.00 126.5064% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT - STR 46-53-7170, CONTINUOUS REINFORCED CONCRETE SLAB | | | 0001 105-01925 25.000 MOS | 1250.00000 31250.00| 650.00000 16250.00| 838.56000 20964.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 160000.00000 160000.00| 160000.00000 160000.00| 157448.62000 157448.62 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 340000.00000 340000.00| 350000.00000 350000.00| 434960.40000 434960.40 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 130000.00000 130000.00| 140000.00000 140000.00| 292681.57000 292681.57 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| 37122.58000 37122.58 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 18485.000 SYS | 4.50000 83182.50| 5.00000 92425.00| 6.07000 112203.95 PAVEMENT, REMOVE | | | 0007 202-02241 313.000 LFT | 6.00000 1878.00| 6.00000 1878.00| 3.05000 954.65 GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP| 7000.00000 7000.00| 3800.00000 3800.00| 8754.59000 8754.59 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 144 | | | 0009 202-03000 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| 5972.80000 5972.80 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0010 202-03135 71.040 SFT | 50.00000 3552.00| 28.00000 1989.12| 11.18000 794.23 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51330 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 73880.66000 73880.66 PRESENT STRUCTURE, REMOVE | | | 0012 202-74045 50.000 EACH| 60.00000 3000.00| 2800.00000 140000.00| 62.61000 3130.50 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0013 202-96632 2.000 EACH| 1150.00000 2300.00| 1200.00000 2400.00| 1250.02000 2500.04 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0014 203-02000 15592.000 CYS | 15.00000 233880.00| 16.00000 249472.00| 25.33000 394945.36 EXCAVATION, COMMON | | | 0015 203-02010 1000.000 CYS | 35.00000 35000.00| 1.00000 1000.00| 94.03000 94030.00 EXCAVATION, ROCK | | | 0016 203-02070 3711.000 CYS | 9.00000 33399.00| 12.00000 44532.00| 23.40000 86837.40 BORROW | | | 0017 203-02215 60.000 LFT | 15.00000 900.00| 50.00000 3000.00| 96.16000 5769.60 CASED TEST HOLES | | | 0018 203-51223 962.000 CYS | 9.00000 8658.00| 8.00000 7696.00| 7.83000 7532.46 EXCAVATION, WATERWAY | | | 0019 203-96153 22.000 TON | 27.00000 594.00| 16.00000 352.00| 35.78000 787.16 BACKFILL, STONE | | | 0020 205-02224 23968.000 LFT | 1.50000 35952.00| 1.50000 35952.00| 1.42000 34034.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02231 300.000 LFT | 17.00000 5100.00| 15.00000 4500.00| 8.90000 2670.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02233 150.000 CYS | 12.00000 1800.00| 15.00000 2250.00| 6.15000 922.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0023 205-02237 175.000 EACH| 25.00000 4375.00| 27.00000 4725.00| 27.95000 4891.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0024 205-06933 4.000 EACH| 65.00000 260.00| 60.00000 240.00| 67.08000 268.32 TEMPORARY DITCH INLET PROTECTION | | | 0025 206-51230 725.000 CYS | 21.00000 15225.00| 7.00000 5075.00| 24.60000 17835.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 206-93520 2080.000 SFT | 10.00000 20800.00| 5.00000 10400.00| 11.32000 23545.60 TEMPORARY SHEET PILING | | | 0027 210-06757 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 10062.74000 10062.74 RECONSTRUCT MASONRY STEPS AND SIDEWALKS | | | 0028 211-02060 4609.700 CYS | 21.00000 96803.70| 10.00000 46097.00| 20.68000 95328.60 B BORROW FOR STRUCTURE BACKFILL | | | 0029 215-07043 50211.000 SYS | 2.65000 133059.15| 1.00000 50211.00| 4.63000 232476.93 CHEMICAL MODIFICATION, SOILS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 303-04075 23.000 TON | 24.00000 552.00| 10.00000 230.00| 17.55000 403.65 COMPACTED AGGREGATE, O, 73 | | | 0031 303-52308 19112.700 TON | 7.00000 133788.90| 9.00000 172014.30| 9.03000 172587.68 COMPACTED AGGREGATE, O, 53 | | | 0032 305-05204 132.760 TON | 110.00000 14603.60| 60.00000 7965.60| 97.00000 12877.72 HMA FOR PATCHING | | | 0033 401-05437 18322.000 TON | 29.00000 531338.00| 29.00000 531338.00| 29.00000 531338.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0034 401-05455 6521.000 TON | 30.00000 195630.00| 31.50000 205411.50| 29.50000 192369.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0035 401-05456 3043.000 TON | 49.00000 149107.00| 41.50000 126284.50| 48.25000 146824.75 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0036 401-06264 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5366.80000 5366.80 PROFILOGRAPH, HMA | | | 0037 402-05470 9960.000 TON | 27.00000 268920.00| 25.50000 253980.00| 26.75000 266430.00 HMA BASE C25.0 mm, MAINLINE | | | 0038 402-05474 1330.000 TON | 35.00000 46550.00| 38.50000 51205.00| 34.25000 45552.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0039 402-05477 282.000 TON | 94.00000 26508.00| 58.30000 16440.60| 91.00000 25662.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0040 406-05520 45.600 TON | 215.00000 9804.00| 180.00000 8208.00| 208.00000 9484.80 ASPHALT FOR TACK COAT | | | 0041 601-01522 3.000 EACH| 1300.00000 3900.00| 1300.00000 3900.00| 1168.17000 3504.51 GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-04746 2.000 EACH| 9000.00000 18000.00| 9200.00000 18400.00| 6196.37000 12392.74 ENERGY ABSORBING TERMINAL, CZ | | | 0044 601-06037 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 685.66000 685.66 GUARDRAIL END TREATMENT, I | | | 0045 601-06053 1.000 EACH| 16300.00000 16300.00| 16300.00000 16300.00| 16506.71000 16506.71 GUARDRAIL ATTENUATING UNIT, QUADGUARD | | | 0046 601-07023 3.000 EACH| 10000.00000 30000.00| 10100.00000 30300.00| 5282.15000 15846.45 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0047 601-95434 842.500 LFT | 105.00000 88462.50| 109.00000 91832.50| 106.66000 89861.05 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0048 601-99105 175.000 LFT | 12.00000 2100.00| 12.00000 2100.00| 17.27000 3022.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 602-06639 100.000 LFT | 35.00000 3500.00| 32.00000 3200.00| 32.54000 3254.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0050 602-06646 120.000 LFT | 30.00000 3600.00| 27.00000 3240.00| 32.54000 3904.80 TEMPORARY CONCRETE BARRIER | | | 0051 602-06729 32.000 EACH| 7.00000 224.00| 7.50000 240.00| 7.83000 250.56 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 604-06069 1821.650 SYS | 48.00000 87439.20| 49.00000 89260.85| 56.27000 102504.25 CURB RAMP, CONCRETE | | | 0053 604-06070 10455.200 SYS | 22.00000 230014.40| 24.00000 250924.80| 21.04000 219977.41 SIDEWALK, CONCRETE | | | 0054 604-44251 57.100 CYS | 700.00000 39970.00| 450.00000 25695.00| 884.18000 50486.68 STEPS, CONCRETE | | | 0055 605-06090 388.000 LFT | 0.01000 3.88| 13.00000 5044.00| 3.35000 1299.80 CURB, INTEGRAL, CONCRETE | | | 0056 605-06120 1689.000 LFT | 13.00000 21957.00| 14.00000 23646.00| 22.54000 38070.06 CURB, CONCRETE | | | 0057 605-06155 20731.000 LFT | 9.50000 196944.50| 8.00000 165848.00| 10.47000 217053.57 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0058 605-94811 2.000 EACH| 375.00000 750.00| 525.00000 1050.00| 726.75000 1453.50 CURB TURNOUT | | | 0059 607-06335 32.000 LFT | 25.00000 800.00| 29.00000 928.00| 42.43000 1357.76 PAVED SIDE DITCH, A | | | 0060 610-05527 5376.000 TON | 42.00000 225792.00| 45.00000 241920.00| 40.50000 217728.00 HMA FOR APPROACHES | | | 0061 610-06259 424.300 SYS | 52.00000 22063.60| 62.00000 26306.60| 50.01000 21219.24 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0063 611-95728 6011.500 SYS | 33.00000 198379.50| 38.00000 228437.00| 38.75000 232945.63 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0064 614-06482 421.500 SYS | 0.01000 4.22| 62.00000 26133.00| 5.59000 2356.19 HEADER, CEMENT CONCRETE, D | | | 0065 615-06505 71.000 EACH| 425.00000 30175.00| 450.00000 31950.00| 482.50000 34257.50 MONUMENT, B | | | 0066 615-06510 6.000 EACH| 400.00000 2400.00| 420.00000 2520.00| 264.11000 1584.66 MONUMENT, C | | | 0067 616-02320 3937.000 SYS | 2.50000 9842.50| 1.00000 3937.00| 2.24000 8818.88 GEOTEXTILES | | | 0068 616-06405 2617.100 TON | 17.00000 44490.70| 16.00000 41873.60| 11.93000 31222.00 RIPRAP, REVETMENT | | | 0069 621-01004 2.000 EACH| 800.00000 1600.00| 400.00000 800.00| 380.92000 761.84 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-06545 1.200 TON | 900.00000 1080.00| 800.00000 960.00| 745.60000 894.72 FERTILIZER | | | 0071 621-06554 430.500 LBS | 4.50000 1937.25| 4.75000 2044.88| 5.08000 2186.94 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 621-06557 720.000 LBS | 2.35000 1692.00| 2.40000 1728.00| 3.05000 2196.00 SEED MIXTURE, T | | | 0073 621-06565 5.740 TON | 575.00000 3300.50| 600.00000 3444.00| 568.85000 3265.20 MULCHING MATERIAL | | | 0074 621-06567 120.650 MG | 2.00000 241.30| 2.00000 241.30| 2.03000 244.92 WATER | | | 0075 621-06575 30162.900 SYS | 2.50000 75407.25| 3.00000 90488.70| 2.49000 75105.62 SODDING, NURSERY | | | 0076 701-90976 59758.000 LBS | 0.45000 26891.10| 0.50000 29879.00| 0.49000 29281.42 REINFORCING STEEL, GRADE 60 | | | 0077 702-51005 264.800 CYS | 275.00000 72820.00| 325.00000 86060.00| 405.41000 107352.57 CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51015 364.000 CYS | 215.00000 78260.00| 325.00000 118300.00| 192.96000 70237.44 CONCRETE, B, FOOTINGS | | | 0079 703-51030 43540.000 LBS | 0.55000 23947.00| 0.55000 23947.00| 0.66000 28736.40 REINFORCING STEEL | | | 0080 703-96177 112429.000 LBS | 0.52000 58463.08| 0.50000 56214.50| 0.57000 64084.53 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0081 704-51002 526.300 CYS | 275.00000 144732.50| 265.00000 139469.50| 363.55000 191336.37 CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05734 4.000 EACH| 1050.00000 4200.00| 900.00000 3600.00| 1828.44000 7313.76 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 23.900 CYS | 285.00000 6811.50| 210.00000 5019.00| 420.54000 10050.91 CONCRETE, C, RAILING | | | 0084 709-51821 LUMP| 3800.00000 3800.00| 3500.00000 3500.00| 3537.01000 3537.01 SURFACE SEAL | | | 0085 714-01634 688.000 LFT | 280.00000 192640.00| 195.00000 134160.00| 368.40000 253459.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0086 714-02802 464.000 SFT | 7.00000 3248.00| 21.00000 9744.00| 13.30000 6171.20 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0087 714-26702 200.000 LFT | 240.00000 48000.00| 295.00000 59000.00| 316.64000 63328.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0088 714-26709 102.000 LFT | 400.00000 40800.00| 325.00000 33150.00| 434.43000 44311.86 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0089 714-26724 158.000 LFT | 500.00000 79000.00| 495.00000 78210.00| 718.12000 113462.96 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 714-26726 150.000 LFT | 625.00000 93750.00| 525.00000 78750.00| 854.85000 128227.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0091 715-04509 25.000 LFT | 70.00000 1750.00| 50.00000 1250.00| 35.55000 888.75 TEMPORARY PIPE | | | 0092 715-04629 2.000 EACH| 370.00000 740.00| 825.00000 1650.00| 253.95000 507.90 PIPE CATCH BASIN, 6 IN. | | | 0093 715-05019 64.000 LFT | 70.00000 4480.00| 59.00000 3776.00| 55.87000 3575.68 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0094 715-05024 504.000 LFT | 40.00000 20160.00| 59.00000 29736.00| 63.24000 31872.96 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0095 715-05048 18072.000 LFT | 2.25000 40662.00| 1.50000 27108.00| 2.83000 51143.76 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0096 715-05053 47.000 LFT | 10.00000 470.00| 8.00000 376.00| 13.97000 656.59 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0097 715-05119 26.000 LFT | 24.00000 624.00| 24.00000 624.00| 35.55000 924.30 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0098 715-05123 67.000 LFT | 31.00000 2077.00| 32.00000 2144.00| 40.63000 2722.21 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0099 715-05146 44.000 LFT | 15.00000 660.00| 15.00000 660.00| 13.97000 614.68 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0100 715-05149 982.000 LFT | 22.00000 21604.00| 14.00000 13748.00| 29.05000 28527.10 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 8460.000 LFT | 23.00000 194580.00| 23.00000 194580.00| 30.47000 257776.20 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 2617.000 LFT | 24.00000 62808.00| 28.00000 73276.00| 35.31000 92406.27 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2293.000 LFT | 25.00000 57325.00| 32.00000 73376.00| 45.77000 104950.61 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05169 41.000 LFT | 21.00000 861.00| 29.00000 1189.00| 24.38000 999.58 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0105 715-05596 8.000 LFT | 100.00000 800.00| 38.00000 304.00| 50.79000 406.32 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0106 715-44240 364.000 CYS | 460.00000 167440.00| 275.00000 100100.00| 466.07000 169649.48 CONCRETE, A, STRUCTURES | | | 0107 715-46005 9.000 EACH| 215.00000 1935.00| 175.00000 1575.00| 386.00000 3474.00 PIPE END SECTION, 15 IN. | | | 0108 715-46010 2.000 EACH| 235.00000 470.00| 185.00000 370.00| 446.95000 893.90 PIPE END SECTION, 18 IN. | | | 0109 715-46020 4.000 EACH| 275.00000 1100.00| 300.00000 1200.00| 650.11000 2600.44 PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 715-46040 4.000 EACH| 600.00000 2400.00| 475.00000 1900.00| 1036.11000 4144.44 PIPE END SECTION, 36 IN. | | | 0111 715-46045 2.000 EACH| 375.00000 750.00| 195.00000 390.00| 152.37000 304.74 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0112 716-90322 80.000 LFT | 70.00000 5600.00| 225.00000 18000.00| 761.85000 60948.00 PIPE, JACKED, 36 IN. | | | 0113 718-06532 3280.000 LFT | 1.00000 3280.00| 0.90000 2952.00| 1.22000 4001.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 1389.000 CYS | 29.00000 40281.00| 18.00000 25002.00| 35.04000 48670.56 AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 12233.000 SYS | 1.00000 12233.00| 0.65000 7951.45| 1.28000 15658.24 GEOTEXTILES FOR UNDERDRAIN | | | 0116 720-44000 8.000 EACH| 450.00000 3600.00| 275.00000 2200.00| 355.53000 2844.24 CASTING, ADJUST TO GRADE | | | 0117 720-45030 3.000 EACH| 800.00000 2400.00| 985.00000 2955.00| 1015.80000 3047.40 INLET, E7 | | | 0118 720-45045 100.000 EACH| 1050.00000 105000.00| 1100.00000 110000.00| 1109.25000 110925.00 INLET, J10 | | | 0119 720-45055 50.000 EACH| 1100.00000 55000.00| 1100.00000 55000.00| 1208.80000 60440.00 INLET, M10 | | | 0120 720-45130 1.000 EACH| 675.00000 675.00| 975.00000 975.00| 1015.80000 1015.80 INLET, E7, MODIFIED | | | 0121 720-45265 20.000 EACH| 400.00000 8000.00| 750.00000 15000.00| 507.90000 10158.00 PIPE CATCH BASIN, 15 IN. | | | 0122 720-45270 1.000 EACH| 480.00000 480.00| 800.00000 800.00| 507.90000 507.90 PIPE CATCH BASIN, 18 IN. | | | 0123 720-45410 87.000 EACH| 1050.00000 91350.00| 1500.00000 130500.00| 1275.84000 110998.08 MANHOLE, C4 | | | 0125 720-91973 2.000 EACH| 1500.00000 3000.00| 3900.00000 7800.00| 1726.86000 3453.72 MANHOLE, H4 | | | 0126 720-93409 3.000 EACH| 1400.00000 4200.00| 1675.00000 5025.00| 2133.18000 6399.54 INLET, B15, MODIFIED | | | 0127 720-93411 6.000 EACH| 1400.00000 8400.00| 1675.00000 10050.00| 2133.17000 12799.02 INLET, C15, MODIFIED | | | 0128 720-98174 9.000 EACH| 1400.00000 12600.00| 1675.00000 15075.00| 2133.17000 19198.53 INLET, B15 | | | 0129 720-98555 5.000 EACH| 1400.00000 7000.00| 1675.00000 8375.00| 2133.17000 10665.85 INLET, C15 | | | 0130 722-60824 161.700 SYS | 12.00000 1940.40| 10.00000 1617.00| 29.07000 4700.62 SURFACE MILLING | | | 0131 731-93945 1635.000 SFT | 23.00000 37605.00| 28.00000 45780.00| 24.60000 40221.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 731-93946 2099.000 SFT | 10.00000 20990.00| 11.00000 23089.00| 9.54000 20024.46 WALL ERECTION | | | 0133 731-93947 264.500 LFT | 12.00000 3174.00| 22.00000 5819.00| 74.18000 19620.61 LEVELING PAD, CONCRETE | | | 0134 801-04308 35.000 EACH| 430.00000 15050.00| 725.00000 25375.00| 426.63000 14932.05 ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06203 45895.000 LFT | 0.12000 5507.40| 0.15000 6884.25| 0.12000 5507.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0136 801-06606 74.000 EACH| 135.00000 9990.00| 225.00000 16650.00| 132.05000 9771.70 BARRICADE, IIIB | | | 0137 801-06640 65.000 EACH| 200.00000 13000.00| 225.00000 14625.00| 193.00000 12545.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 2.000 EACH| 45.00000 90.00| 60.00000 120.00| 40.63000 81.26 CONSTRUCTION SIGN, B | | | 0139 801-06710 780.000 DAY | 15.00000 11700.00| 12.00000 9360.00| 14.22000 11091.60 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 75000.00000 75000.00| 150000.00000 150000.00| 124107.16000 124107.16 MAINTAINING TRAFFIC | | | 0141 801-94295 6.000 EACH| 460.00000 2760.00| 475.00000 2850.00| 454.06000 2724.36 SIGNAL HEAD, RELOCATE | | | 0142 802-05701 929.900 LFT | 8.00000 7439.20| 8.00000 7439.20| 8.13000 7560.09 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0143 802-05702 217.900 LFT | 7.00000 1525.30| 6.75000 1470.83| 7.11000 1549.27 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0144 802-07156 2.000 EACH| 2275.00000 4550.00| 2400.00000 4800.00| 2244.91000 4489.82 CABLE SPAN SIGN STRUCTURE FOUNDATION, VI| | | 0145 802-76025 213.400 SFT | 8.00000 1707.20| 8.50000 1813.90| 9.14000 1950.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0146 802-76035 716.100 SFT | 8.50000 6086.85| 9.00000 6444.90| 9.14000 6545.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0147 802-76125 1.000 EACH| 6000.00000 6000.00| 5750.00000 5750.00| 5828.65000 5828.65 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0148 805-01819 110.000 LFT | 15.00000 1650.00| 15.00000 1650.00| 15.24000 1676.40 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0150 805-02087 LUMP| 575.00000 575.00| 600.00000 600.00| 567.83000 567.83 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 805-02151 24.000 EACH| 325.00000 7800.00| 325.00000 7800.00| 319.98000 7679.52 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0152 805-02328 5586.000 LFT | 0.45000 2513.70| 0.41000 2290.26| 0.43000 2401.98 SIGNAL CABLE, 1C 14GA. | | | 0153 805-02455 12.000 EACH| 4500.00000 54000.00| 4500.00000 54000.00| 4481.70000 53780.40 STRAIN POLE, STEEL, 30 FT., FOUNDATION | | | AND ANCHOR BOLTS | | | 0154 805-06592 2182.000 LFT | 8.60000 18765.20| 8.75000 19092.50| 9.14000 19943.48 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0155 805-78060 3.000 EACH| 8100.00000 24300.00| 7900.00000 23700.00| 8018.71000 24056.13 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0156 805-78205 22.000 EACH| 700.00000 15400.00| 725.00000 15950.00| 702.93000 15464.46 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0157 805-78420 11.000 EACH| 180.00000 1980.00| 180.00000 1980.00| 178.78000 1966.58 DISCONNECT HANGER | | | 0158 805-78445 3.000 EACH| 430.00000 1290.00| 450.00000 1350.00| 423.59000 1270.77 SIGNAL SERVICE | | | 0159 805-78467 172.000 LFT | 1.20000 206.40| 1.25000 215.00| 1.22000 209.84 SIGNAL CABLE, 3C 8GA. | | | 0160 805-78480 1538.000 LFT | 0.75000 1153.50| 0.75000 1153.50| 0.74000 1138.12 SIGNAL CABLE, 3C 14GA. | | | 0161 805-78485 2149.000 LFT | 0.80000 1719.20| 0.81000 1740.69| 0.79000 1697.71 SIGNAL CABLE, 5C 14GA. | | | 0162 805-78490 1154.000 LFT | 0.90000 1038.60| 1.00000 1154.00| 0.90000 1038.60 SIGNAL CABLE, 7C 14GA. | | | 0163 805-78510 4928.000 LFT | 0.70000 3449.60| 0.70000 3449.60| 0.70000 3449.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0164 805-78785 17.000 EACH| 540.00000 9180.00| 550.00000 9350.00| 536.34000 9117.78 SIGNAL DETECTOR HOUSING | | | 0165 805-78925 3.000 EACH| 900.00000 2700.00| 850.00000 2550.00| 847.18000 2541.54 CONTROLLER CABINET FOUNDATION, P1 | | | 0166 805-96121 24.000 EACH| 140.00000 3360.00| 135.00000 3240.00| 135.10000 3242.40 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0167 806-53072 LUMP| 1700.00000 1700.00| 1675.00000 1675.00| 1694.35000 1694.35 TEMPORARY TRAFFIC SIGNAL | | | 0168 807-78590 16.000 EACH| 740.00000 11840.00| 750.00000 12000.00| 728.33000 11653.28 HANDHOLE | | | 0169 808-06701 7477.000 LFT | 0.32000 2392.64| 0.29000 2168.33| 0.31000 2317.87 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 808-06703 1149.000 LFT | 0.31000 356.19| 0.29000 333.21| 0.31000 356.19 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0171 808-06705 340.000 LFT | 0.62000 210.80| 1.00000 340.00| 0.61000 207.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0172 808-06716 1600.000 LFT | 0.52000 832.00| 1.00000 1600.00| 0.51000 816.00 LINE, REMOVE | | | 0173 808-75043 408.000 LFT | 0.46000 187.68| 0.75000 306.00| 0.46000 187.68 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0174 808-75240 163.000 LFT | 0.32000 52.16| 0.29000 47.27| 0.31000 50.53 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0175 808-75245 7002.000 LFT | 0.31000 2170.62| 0.29000 2030.58| 0.30000 2100.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0176 808-75260 25.500 LFT | 1.50000 38.25| 1.50000 38.25| 1.47000 37.49 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0177 808-75278 878.000 LFT | 1.50000 1317.00| 1.50000 1317.00| 1.47000 1290.66 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0178 808-75297 511.000 LFT | 3.00000 1533.00| 3.00000 1533.00| 3.00000 1533.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0179 808-75320 6.000 EACH| 45.00000 270.00| 50.00000 300.00| 44.70000 268.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0180 808-75325 5.000 EACH| 58.00000 290.00| 70.00000 350.00| 56.88000 284.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0181 808-75340 4.000 EACH| 350.00000 1400.00| 250.00000 1000.00| 345.37000 1381.48 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0182 808-75998 292.000 EACH| 21.00000 6132.00| 21.00000 6132.00| 21.33000 6228.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 808-92027 1476.000 LFT | 0.62000 915.12| 0.57000 841.32| 0.61000 900.36 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0184 720-92493 2.000 EACH| 1400.00000 2800.00| 1225.00000 2450.00| 838.56000 1677.12 MANHOLE, RECONSTRUCT | | | 0185 213-52830 12640.000 CYS | 37.00000 467680.00| 49.00000 619360.00| 55.87000 706196.80 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 |(3) 35-0906416 |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 805-78795 2166.000 LFT | 5.20000 11263.20| 5.25000 11371.50| 6.09000 13190.94 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0187 805-78415 12.000 EACH| 1050.00000 12600.00| 1025.00000 12300.00| 1025.96000 12311.52 SPAN, CATENARY, AND TETHER | | | 0188 805-78784 2.000 EACH| 185.00000 370.00| 360.00000 720.00| 182.84000 365.68 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0189 805-92504 14.000 EACH| 200.00000 2800.00| 201.00000 2814.00| 204.18000 2858.52 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0190 206-51215 395.000 CYS | 50.00000 19750.00| 159.00000 62805.00| 143.90000 56840.50 EXCAVATION, X | | | 0191 303-03330 18.000 CYS | 25.00000 450.00| 32.00000 576.00| 33.54000 603.72 AGGREGATE, 9 | | | 0192 616-06451 100.000 TON | 20.00000 2000.00| 17.00000 1700.00| 26.00000 2600.00 RIPRAP, UNIFORM | | | 0193 702-04433 36.000 EACH| 20.00000 720.00| 20.00000 720.00| 44.72000 1609.92 FLOOR DRAIN, PVC, 6 IN. | | | 0194 715-05361 22.000 LFT | 26.00000 572.00| 35.00000 770.00| 40.63000 893.86 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0195 105-04655 25.000 MOS | 450.00000 11250.00| 120.00000 3000.00| 223.62000 5590.50 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0196 611-06497 25.000 EACH| 170.00000 4250.00| 175.00000 4375.00| 167.61000 4190.25 MAILBOX ASSEMBLY, SINGLE | | | 0197 202-01000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 8944.66000 8944.66 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | STAGE | | | 0198 205-02229 200.000 LFT | 5.00000 1000.00| 4.00000 800.00| 10.06000 2012.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0199 108-01614 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 6708.50000 6708.50 PARTNERING OVERHEAD | | | 0200 801-09133 4.000 EACH| 9000.00000 36000.00| 10000.00000 40000.00| 11681.67000 46726.68 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 7,049,338.54| $ 7,354,637.39| $ 8,699,207.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,049,338.54| $ 7,354,637.39| $ 8,699,207.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 BRIDGE REPLACEMENT - STR 46-53-7170, CONTINUOUS REINFORCED CONCRETE SLAB | | | 0001 105-01925 25.000 MOS | 1500.00000 37500.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 160000.00000 160000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 430000.00000 430000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 273000.00000 273000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 55000.47000 55000.47| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 18485.000 SYS | 7.60000 140486.00| | PAVEMENT, REMOVE | | | 0007 202-02241 313.000 LFT | 6.00000 1878.00| | GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP| 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 144 | | | 0009 202-03000 LUMP| 11500.00000 11500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0010 202-03135 71.040 SFT | 90.00000 6393.60| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-51330 LUMP| 53400.00000 53400.00| | PRESENT STRUCTURE, REMOVE | | | 0012 202-74045 50.000 EACH| 58.00000 2900.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0013 202-96632 2.000 EACH| 1200.00000 2400.00| | TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0014 203-02000 15592.000 CYS | 20.50000 319636.00| | EXCAVATION, COMMON | | | 0015 203-02010 1000.000 CYS | 30.00000 30000.00| | EXCAVATION, ROCK | | | 0016 203-02070 3711.000 CYS | 0.01000 37.11| | BORROW | | | 0017 203-02215 60.000 LFT | 150.00000 9000.00| | CASED TEST HOLES | | | 0018 203-51223 962.000 CYS | 25.00000 24050.00| | EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-96153 22.000 TON | 25.00000 550.00| | BACKFILL, STONE | | | 0020 205-02224 23968.000 LFT | 1.50000 35952.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02231 300.000 LFT | 15.00000 4500.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02233 150.000 CYS | 28.00000 4200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0023 205-02237 175.000 EACH| 26.00000 4550.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0024 205-06933 4.000 EACH| 65.00000 260.00| | TEMPORARY DITCH INLET PROTECTION | | | 0025 206-51230 725.000 CYS | 44.00000 31900.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 206-93520 2080.000 SFT | 25.00000 52000.00| | TEMPORARY SHEET PILING | | | 0027 210-06757 LUMP| 10000.00000 10000.00| | RECONSTRUCT MASONRY STEPS AND SIDEWALKS | | | 0028 211-02060 4609.700 CYS | 28.00000 129071.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0029 215-07043 50211.000 SYS | 3.25000 163185.75| | CHEMICAL MODIFICATION, SOILS | | | 0030 303-04075 23.000 TON | 52.00000 1196.00| | COMPACTED AGGREGATE, O, 73 | | | 0031 303-52308 19112.700 TON | 10.00000 191127.00| | COMPACTED AGGREGATE, O, 53 | | | 0032 305-05204 132.760 TON | 75.00000 9957.00| | HMA FOR PATCHING | | | 0033 401-05437 18322.000 TON | 32.00000 586304.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0034 401-05455 6521.000 TON | 32.50000 211932.50| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0035 401-05456 3043.000 TON | 50.00000 152150.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0036 401-06264 LUMP| 4500.00000 4500.00| | PROFILOGRAPH, HMA | | | 0037 402-05470 9960.000 TON | 28.00000 278880.00| | HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 402-05474 1330.000 TON | 34.00000 45220.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0039 402-05477 282.000 TON | 55.00000 15510.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0040 406-05520 45.600 TON | 180.00000 8208.00| | ASPHALT FOR TACK COAT | | | 0041 601-01522 3.000 EACH| 1300.00000 3900.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-04746 2.000 EACH| 9500.00000 19000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0044 601-06037 1.000 EACH| 750.00000 750.00| | GUARDRAIL END TREATMENT, I | | | 0045 601-06053 1.000 EACH| 17500.00000 17500.00| | GUARDRAIL ATTENUATING UNIT, QUADGUARD | | | 0046 601-07023 3.000 EACH| 10000.00000 30000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0047 601-95434 842.500 LFT | 112.00000 94360.00| | HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0048 601-99105 175.000 LFT | 18.00000 3150.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 602-06639 100.000 LFT | 44.00000 4400.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0050 602-06646 120.000 LFT | 32.50000 3900.00| | TEMPORARY CONCRETE BARRIER | | | 0051 602-06729 32.000 EACH| 7.50000 240.00| | BARRIER DELINEATOR | | | 0052 604-06069 1821.650 SYS | 42.00000 76509.30| | CURB RAMP, CONCRETE | | | 0053 604-06070 10455.200 SYS | 23.35000 244128.92| | SIDEWALK, CONCRETE | | | 0054 604-44251 57.100 CYS | 725.00000 41397.50| | STEPS, CONCRETE | | | 0055 605-06090 388.000 LFT | 18.25000 7081.00| | CURB, INTEGRAL, CONCRETE | | | 0056 605-06120 1689.000 LFT | 14.30000 24152.70| | CURB, CONCRETE | | | 0057 605-06155 20731.000 LFT | 11.40000 236333.40| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0058 605-94811 2.000 EACH| 1250.00000 2500.00| | CURB TURNOUT | | | 0059 607-06335 32.000 LFT | 100.00000 3200.00| | PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 610-05527 5376.000 TON | 51.00000 274176.00| | HMA FOR APPROACHES | | | 0061 610-06259 424.300 SYS | 55.00000 23336.50| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0063 611-95728 6011.500 SYS | 33.60000 201986.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0064 614-06482 421.500 SYS | 26.00000 10959.00| | HEADER, CEMENT CONCRETE, D | | | 0065 615-06505 71.000 EACH| 500.00000 35500.00| | MONUMENT, B | | | 0066 615-06510 6.000 EACH| 275.00000 1650.00| | MONUMENT, C | | | 0067 616-02320 3937.000 SYS | 2.40000 9448.80| | GEOTEXTILES | | | 0068 616-06405 2617.100 TON | 21.25000 55613.38| | RIPRAP, REVETMENT | | | 0069 621-01004 2.000 EACH| 400.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-06545 1.200 TON | 750.00000 900.00| | FERTILIZER | | | 0071 621-06554 430.500 LBS | 4.60000 1980.30| | SEED MIXTURE, U | | | 0072 621-06557 720.000 LBS | 2.30000 1656.00| | SEED MIXTURE, T | | | 0073 621-06565 5.740 TON | 600.00000 3444.00| | MULCHING MATERIAL | | | 0074 621-06567 120.650 MG | 2.00000 241.30| | WATER | | | 0075 621-06575 30162.900 SYS | 2.55000 76915.40| | SODDING, NURSERY | | | 0076 701-90976 59758.000 LBS | 0.55000 32866.90| | REINFORCING STEEL, GRADE 60 | | | 0077 702-51005 264.800 CYS | 450.00000 119160.00| | CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51015 364.000 CYS | 235.00000 85540.00| | CONCRETE, B, FOOTINGS | | | 0079 703-51030 43540.000 LBS | 0.55000 23947.00| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 703-96177 112429.000 LBS | 0.60000 67457.40| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0081 704-51002 526.300 CYS | 435.00000 228940.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05734 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 23.900 CYS | 300.00000 7170.00| | CONCRETE, C, RAILING | | | 0084 709-51821 LUMP| 3730.00000 3730.00| | SURFACE SEAL | | | 0085 714-01634 688.000 LFT | 320.00000 220160.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0086 714-02802 464.000 SFT | 33.00000 15312.00| | RETAINING WALL, PRECAST CONCRETE UNITS | | | 0087 714-26702 200.000 LFT | 400.00000 80000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0088 714-26709 102.000 LFT | 520.00000 53040.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0089 714-26724 158.000 LFT | 870.00000 137460.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0090 714-26726 150.000 LFT | 845.00000 126750.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0091 715-04509 25.000 LFT | 205.00000 5125.00| | TEMPORARY PIPE | | | 0092 715-04629 2.000 EACH| 615.00000 1230.00| | PIPE CATCH BASIN, 6 IN. | | | 0093 715-05019 64.000 LFT | 55.00000 3520.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0094 715-05024 504.000 LFT | 70.00000 35280.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0095 715-05048 18072.000 LFT | 3.25000 58734.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0096 715-05053 47.000 LFT | 29.00000 1363.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0097 715-05119 26.000 LFT | 24.50000 637.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 715-05123 67.000 LFT | 30.00000 2010.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0099 715-05146 44.000 LFT | 12.50000 550.00| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0100 715-05149 982.000 LFT | 34.50000 33879.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 8460.000 LFT | 35.00000 296100.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 2617.000 LFT | 35.00000 91595.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2293.000 LFT | 45.00000 103185.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05169 41.000 LFT | 29.35000 1203.35| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0105 715-05596 8.000 LFT | 36.00000 288.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0106 715-44240 364.000 CYS | 860.00000 313040.00| | CONCRETE, A, STRUCTURES | | | 0107 715-46005 9.000 EACH| 525.00000 4725.00| | PIPE END SECTION, 15 IN. | | | 0108 715-46010 2.000 EACH| 570.00000 1140.00| | PIPE END SECTION, 18 IN. | | | 0109 715-46020 4.000 EACH| 650.00000 2600.00| | PIPE END SECTION, 24 IN. | | | 0110 715-46040 4.000 EACH| 1000.00000 4000.00| | PIPE END SECTION, 36 IN. | | | 0111 715-46045 2.000 EACH| 670.00000 1340.00| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0112 716-90322 80.000 LFT | 195.00000 15600.00| | PIPE, JACKED, 36 IN. | | | 0113 718-06532 3280.000 LFT | 1.00000 3280.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 1389.000 CYS | 21.00000 29169.00| | AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 12233.000 SYS | 1.00000 12233.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0116 720-44000 8.000 EACH| 275.00000 2200.00| | CASTING, ADJUST TO GRADE | | | 0117 720-45030 3.000 EACH| 1600.00000 4800.00| | INLET, E7 | | | 0118 720-45045 100.000 EACH| 1450.00000 145000.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 720-45055 50.000 EACH| 1475.00000 73750.00| | INLET, M10 | | | 0120 720-45130 1.000 EACH| 1375.00000 1375.00| | INLET, E7, MODIFIED | | | 0121 720-45265 20.000 EACH| 715.00000 14300.00| | PIPE CATCH BASIN, 15 IN. | | | 0122 720-45270 1.000 EACH| 1000.00000 1000.00| | PIPE CATCH BASIN, 18 IN. | | | 0123 720-45410 87.000 EACH| 1800.00000 156600.00| | MANHOLE, C4 | | | 0125 720-91973 2.000 EACH| 4250.00000 8500.00| | MANHOLE, H4 | | | 0126 720-93409 3.000 EACH| 1830.00000 5490.00| | INLET, B15, MODIFIED | | | 0127 720-93411 6.000 EACH| 1850.00000 11100.00| | INLET, C15, MODIFIED | | | 0128 720-98174 9.000 EACH| 1850.00000 16650.00| | INLET, B15 | | | 0129 720-98555 5.000 EACH| 1850.00000 9250.00| | INLET, C15 | | | 0130 722-60824 161.700 SYS | 10.00000 1617.00| | SURFACE MILLING | | | 0131 731-93945 1635.000 SFT | 19.00000 31065.00| | FACE PANELS, CONCRETE | | | 0132 731-93946 2099.000 SFT | 10.50000 22039.50| | WALL ERECTION | | | 0133 731-93947 264.500 LFT | 80.00000 21160.00| | LEVELING PAD, CONCRETE | | | 0134 801-04308 35.000 EACH| 450.00000 15750.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06203 45895.000 LFT | 0.15000 6884.25| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0136 801-06606 74.000 EACH| 140.00000 10360.00| | BARRICADE, IIIB | | | 0137 801-06640 65.000 EACH| 200.00000 13000.00| | CONSTRUCTION SIGN, A | | | 0138 801-06645 2.000 EACH| 42.00000 84.00| | CONSTRUCTION SIGN, B | | | 0139 801-06710 780.000 DAY | 15.00000 11700.00| | FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 120000.00000 120000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 801-94295 6.000 EACH| 450.00000 2700.00| | SIGNAL HEAD, RELOCATE | | | 0142 802-05701 929.900 LFT | 8.00000 7439.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0143 802-05702 217.900 LFT | 6.50000 1416.35| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0144 802-07156 2.000 EACH| 2300.00000 4600.00| | CABLE SPAN SIGN STRUCTURE FOUNDATION, VI| | | 0145 802-76025 213.400 SFT | 8.50000 1813.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0146 802-76035 716.100 SFT | 9.00000 6444.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0147 802-76125 1.000 EACH| 6200.00000 6200.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0148 805-01819 110.000 LFT | 15.00000 1650.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0150 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0151 805-02151 24.000 EACH| 325.00000 7800.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0152 805-02328 5586.000 LFT | 0.42000 2346.12| | SIGNAL CABLE, 1C 14GA. | | | 0153 805-02455 12.000 EACH| 4700.00000 56400.00| | STRAIN POLE, STEEL, 30 FT., FOUNDATION | | | AND ANCHOR BOLTS | | | 0154 805-06592 2182.000 LFT | 9.00000 19638.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0155 805-78060 3.000 EACH| 8400.00000 25200.00| | CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0156 805-78205 22.000 EACH| 750.00000 16500.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0157 805-78420 11.000 EACH| 185.00000 2035.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 805-78445 3.000 EACH| 440.00000 1320.00| | SIGNAL SERVICE | | | 0159 805-78467 172.000 LFT | 1.25000 215.00| | SIGNAL CABLE, 3C 8GA. | | | 0160 805-78480 1538.000 LFT | 0.75000 1153.50| | SIGNAL CABLE, 3C 14GA. | | | 0161 805-78485 2149.000 LFT | 0.80000 1719.20| | SIGNAL CABLE, 5C 14GA. | | | 0162 805-78490 1154.000 LFT | 1.00000 1154.00| | SIGNAL CABLE, 7C 14GA. | | | 0163 805-78510 4928.000 LFT | 0.75000 3696.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0164 805-78785 17.000 EACH| 550.00000 9350.00| | SIGNAL DETECTOR HOUSING | | | 0165 805-78925 3.000 EACH| 900.00000 2700.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0166 805-96121 24.000 EACH| 140.00000 3360.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0167 806-53072 LUMP| 1700.00000 1700.00| | TEMPORARY TRAFFIC SIGNAL | | | 0168 807-78590 16.000 EACH| 750.00000 12000.00| | HANDHOLE | | | 0169 808-06701 7477.000 LFT | 0.35000 2616.95| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0170 808-06703 1149.000 LFT | 0.35000 402.15| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0171 808-06705 340.000 LFT | 0.65000 221.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0172 808-06716 1600.000 LFT | 0.50000 800.00| | LINE, REMOVE | | | 0173 808-75043 408.000 LFT | 0.50000 204.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0174 808-75240 163.000 LFT | 0.35000 57.05| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0175 808-75245 7002.000 LFT | 0.35000 2450.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0176 808-75260 25.500 LFT | 1.50000 38.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 808-75278 878.000 LFT | 1.50000 1317.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0178 808-75297 511.000 LFT | 3.00000 1533.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0179 808-75320 6.000 EACH| 46.00000 276.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0180 808-75325 5.000 EACH| 60.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0181 808-75340 4.000 EACH| 350.00000 1400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0182 808-75998 292.000 EACH| 23.00000 6716.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 808-92027 1476.000 LFT | 0.65000 959.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0184 720-92493 2.000 EACH| 900.00000 1800.00| | MANHOLE, RECONSTRUCT | | | 0185 213-52830 12640.000 CYS | 46.80000 591552.00| | FLOWABLE MORTAR | | | 0186 805-78795 2166.000 LFT | 5.25000 11371.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0187 805-78415 12.000 EACH| 1050.00000 12600.00| | SPAN, CATENARY, AND TETHER | | | 0188 805-78784 2.000 EACH| 195.00000 390.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0189 805-92504 14.000 EACH| 215.00000 3010.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0190 206-51215 395.000 CYS | 65.00000 25675.00| | EXCAVATION, X | | | 0191 303-03330 18.000 CYS | 55.00000 990.00| | AGGREGATE, 9 | | | 0192 616-06451 100.000 TON | 40.00000 4000.00| | RIPRAP, UNIFORM | | | 0193 702-04433 36.000 EACH| 81.00000 2916.00| | FLOOR DRAIN, PVC, 6 IN. | | | 0194 715-05361 22.000 LFT | 69.00000 1518.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 141 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,540,123.58 ROUTE : SR 46 CALL ORDER : 141 CONTRACT ID : R -25143-A COUNTIES : MONROE LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 105-04655 25.000 MOS | 220.00000 5500.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0196 611-06497 25.000 EACH| 175.00000 4375.00| | MAILBOX ASSEMBLY, SINGLE | | | 0197 202-01000 LUMP| 24000.00000 24000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | STAGE | | | 0198 205-02229 200.000 LFT | 4.25000 850.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0199 108-01614 LUMP| 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0200 801-09133 4.000 EACH| 12500.00000 50000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 8,917,870.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,917,870.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2011015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 12,459,215.98 100.0000% 2 35-1139301 E & B PAVING, INC. $ 12,810,927.88 102.8229% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 650.00000 6500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 200000.00000 200000.00| 32690.00000 32690.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 622000.00000 622000.00| 640000.00000 640000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 200000.00000 200000.00| 190000.00000 190000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 6261.000 m2 | 7.00000 43827.00| 5.00000 31305.00| PAVEMENT, REMOVE | | | 0006 202-02241 2467.000 m | 4.00000 9868.00| 4.00000 9868.00| GUARDRAIL, REMOVE | | | 0007 202-02245 10.000 EACH| 150.00000 1500.00| 200.00000 2000.00| TREE, 150 mm, REMOVE | | | 0008 202-02250 10.000 EACH| 300.00000 3000.00| 300.00000 3000.00| TREE, 250 mm, REMOVE | | | 0009 202-02255 5.000 EACH| 500.00000 2500.00| 400.00000 2000.00| TREE, 460 mm, REMOVE | | | 0010 202-02272 49.000 m | 16.00000 784.00| 10.00000 490.00| PAVED SIDE DITCH, REMOVE | | | 0011 202-60820 222008.500 m2 | 0.62000 137645.27| 1.03000 228668.76| SURFACE MILLING, ASPHALT | | | 0012 202-96151 LUMP| 1.00000 1.00| 5000.00000 5000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 6870.000 m3 | 11.00000 75570.00| 14.20000 97554.00| EXCAVATION, COMMON | | | 0014 203-02070 1171.000 m3 | 1.00000 1171.00| 5.00000 5855.00| BORROW | | | 0015 203-02131 100.000 m3 | 100.00000 10000.00| 50.00000 5000.00| EXPLORATORY EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-90014 13.362 STA | 55904.80000 746999.94| 10157.00000 135717.83| LINEAR GRADING | | | 0017 203-91878 759.000 m | 111.00000 84249.00| 20.00000 15180.00| LINEAR DITCH GRADING | | | 0018 205-02229 75.000 m | 10.50000 787.50| 10.50000 787.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02234 15.000 EACH| 55.00000 825.00| 8.25000 123.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 211-02060 397.000 m3 | 23.00000 9131.00| 23.00000 9131.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 4056.000 Mg | 14.00000 56784.00| 15.00000 60840.00| COMPACTED AGGREGATE, O, 53 | | | 0022 303-60012 450.000 Mg | 21.00000 9450.00| 19.00000 8550.00| AGGREGATE, 2 | | | 0023 305-05204 200.000 Mg | 77.16000 15432.00| 55.00000 11000.00| HMA FOR PATCHING | | | 0024 305-05206 8667.200 Mg | 44.09000 382136.85| 49.00000 424692.80| WIDENING WITH HMA | | | 0025 305-05731 715.000 Mg | 31.97000 22858.55| 38.00000 27170.00| WIDENING WITH QC/QA HMA | | | 0026 305-97019 208949.500 m2 | 2.05000 428346.48| 2.20000 459688.90| RUBBLIZED PCCP | | | 0027 401-05437 97313.000 Mg | 26.46000 2574901.98| 33.00000 3211329.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | --VOLUMETRIC | | | 0028 401-05455 36887.000 Mg | 31.97000 1179277.39| 35.00000 1291045.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0029 401-05456 19980.000 Mg | 47.40000 947052.00| 58.00000 1158840.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0030 401-05459 11019.000 Mg | 26.46000 291562.74| 32.00000 352608.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | --VOLUMETRIC | | | 0031 401-05463 19331.000 Mg | 29.21000 564658.51| 32.00000 618592.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER --VOLUMETRIC | | | 0032 401-05464 10438.000 Mg | 34.06000 355518.28| 36.00000 375768.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 401-05467 51444.000 m | 0.20000 10288.80| 0.40000 20577.60| MILLED HMA CORRUGATIONS | | | 0034 401-06264 LUMP| 50000.00000 50000.00| 14000.00000 14000.00| PROFILOGRAPH, HMA | | | 0035 402-05470 1013.000 Mg | 38.58000 39081.54| 36.00000 36468.00| HMA BASE C25.0 mm, MAINLINE | | | 0036 405-05517 343.000 Mg | 389.11000 133464.73| 360.00000 123480.00| ASPHALT FOR PRIME COAT | | | 0037 406-05520 223.600 Mg | 209.44000 46830.78| 160.00000 35776.00| ASPHALT FOR TACK COAT | | | 0038 506-06333 4191.000 m2 | 46.82000 196222.62| 36.00000 150876.00| PCCP PATCHING, FULL DEPTH | | | 0039 601-01522 13.000 EACH| 1050.00000 13650.00| 1050.00000 13650.00| GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-01625 1.000 EACH| 1350.00000 1350.00| 1350.00000 1350.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0041 601-01626 5.000 EACH| 1350.00000 6750.00| 1350.00000 6750.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0042 601-01700 6.000 EACH| 1550.00000 9300.00| 1550.00000 9300.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0043 601-01740 5.000 EACH| 1550.00000 7750.00| 1550.00000 7750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0044 601-02103 209.536 m | 48.00000 10057.73| 48.00000 10057.73| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0045 601-02205 3.000 EACH| 700.00000 2100.00| 700.00000 2100.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0046 601-02206 268.605 m | 24.00000 6446.52| 24.00000 6446.52| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0047 601-05071 1.000 EACH| 1550.00000 1550.00| 1550.00000 1550.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0048 601-94689 33.000 EACH| 1950.00000 64350.00| 1950.00000 64350.00| GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 3.000 EACH| 2850.00000 8550.00| 2850.00000 8550.00| GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 601-97080 4.000 EACH| 2500.00000 10000.00| 2500.00000 10000.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 8800.457 m | 28.00000 246412.80| 28.00000 246412.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 601-99108 228.600 m | 48.00000 10972.80| 48.00000 10972.80| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0053 603-06040 750.000 m | 16.25000 12187.50| 16.25000 12187.50| FENCE, FARM FIELD, 1190 mm | | | 0054 610-05527 273.000 Mg | 60.63000 16551.99| 66.00000 18018.00| HMA FOR APPROACHES | | | 0055 610-06257 743.000 m2 | 58.30000 43316.90| 55.00000 40865.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0056 610-06460 450.000 Mg | 21.00000 9450.00| 22.00000 9900.00| COMPACTED AGGREGATE, O | | | 0057 611-04153 2.000 EACH| 20000.00000 40000.00| 25000.00000 50000.00| TEMPORARY CROSSOVER, B, REFURBISH | | | 0058 616-02320 1086.000 m2 | 2.00000 2172.00| 2.00000 2172.00| GEOTEXTILES | | | 0059 616-06405 483.000 Mg | 24.00000 11592.00| 25.00000 12075.00| RIPRAP, REVETMENT | | | 0060 621-06574 9832.000 m2 | 4.74000 46603.68| 4.74000 46603.68| SODDING | | | 0061 702-51863 408.000 EACH| 13.40000 5467.20| 5.70000 2325.60| FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-06029 11457.000 kg | 1.80000 20622.60| 1.31000 15008.67| REINFORCING BARS, EPOXY COATED | | | 0063 715-01662 241.000 m | 46.00000 11086.00| 40.00000 9640.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0064 715-02630 20.000 EACH| 770.00000 15400.00| 680.00000 13600.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0065 715-05053 4429.100 m | 32.00000 141731.20| 32.00000 141731.20| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0066 715-05149 59.600 m | 123.00000 7330.80| 61.60000 3671.36| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 25.000 m | 148.00000 3700.00| 27.08000 677.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 26.000 m | 150.00000 3900.00| 31.40000 816.40| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05154 25.000 m | 172.00000 4300.00| 48.48000 1212.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-05156 25.000 m | 196.00000 4900.00| 87.90000 2197.50| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05169 3.000 m | 137.00000 411.00| 66.50000 199.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05173 460.000 m | 168.00000 77280.00| 64.85000 29831.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0073 715-05177 14.500 m | 197.00000 2856.50| 161.76000 2345.52| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0074 715-05203 45851.100 m | 3.60000 165063.96| 3.60000 165063.96| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0075 715-05361 3.000 m | 137.00000 411.00| 66.50000 199.50| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0076 715-46000 52.000 EACH| 240.00000 12480.00| 235.50000 12246.00| PIPE END SECTION, 300 mm | | | 0077 715-46005 7.000 EACH| 252.00000 1764.00| 282.13000 1974.91| PIPE END SECTION, 375 mm | | | 0078 715-46010 12.000 EACH| 275.00000 3300.00| 350.26000 4203.12| PIPE END SECTION, 450 mm | | | 0079 715-46020 46.000 EACH| 335.00000 15410.00| 395.98000 18215.08| PIPE END SECTION, 600 mm | | | 0080 715-46030 9.000 EACH| 402.00000 3618.00| 505.21000 4546.89| PIPE END SECTION, 750 mm | | | 0081 715-46040 4.000 EACH| 490.00000 1960.00| 793.00000 3172.00| PIPE END SECTION, 900 mm | | | 0082 715-46045 4.000 EACH| 248.00000 992.00| 313.00000 1252.00| PIPE END SECTION, MIN. AREA .11 m2 | | | 0083 715-90588 9.000 m | 88.00000 792.00| 82.00000 738.00| PIPE, RELAID, 300 mm | | | 0084 718-06526 5074.800 Mg | 34.72000 176197.06| 38.00000 192842.40| HMA FOR UNDERDRAINS | | | 0085 718-06528 249.000 EACH| 350.00000 87150.00| 283.59000 70613.91| OUTLET PROTECTOR, 1 | | | 0086 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 2810.500 m3 | 35.00000 98367.50| 35.00000 98367.50| AGGREGATE FOR UNDERDRAINS | | | 0088 720-01894 1.000 EACH| 576.00000 576.00| 525.00000 525.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0089 720-44000 1.000 EACH| 428.00000 428.00| 265.00000 265.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 801-01093 23.000 EACH| 2300.00000 52900.00| 2300.00000 52900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0091 801-01504 21.000 EACH| 74.00000 1554.00| 74.00000 1554.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0092 801-01505 21.000 EACH| 75.00000 1575.00| 75.00000 1575.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0093 801-04308 25.000 EACH| 240.00000 6000.00| 240.00000 6000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-05603 1522.000 m | 8.90000 13545.80| 8.90000 13545.80| LINE, PREFORMED, REMOVABLE BLACK | | | 0095 801-06203 39643.000 m | 0.23000 9117.89| 0.23000 9117.89| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 44417.000 m | 3.15000 139913.55| 3.15000 139913.55| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06211 21.000 EACH| 71.25000 1496.25| 71.25000 1496.25| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0098 801-06212 21.000 EACH| 85.50000 1795.50| 85.50000 1795.50| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0099 801-06218 128.600 m | 17.15000 2205.49| 17.15000 2205.49| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0100 801-06469 1170.000 m | 6.30000 7371.00| 6.30000 7371.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0101 801-06605 101.000 EACH| 104.00000 10504.00| 150.00000 15150.00| BARRICADE, IIIA | | | 0102 801-06640 209.000 EACH| 100.00000 20900.00| 120.00000 25080.00| CONSTRUCTION SIGN, A | | | 0103 801-06645 21.000 EACH| 76.50000 1606.50| 90.00000 1890.00| CONSTRUCTION SIGN, B | | | 0104 801-06710 720.000 DAY | 10.00000 7200.00| 20.00000 14400.00| FLASHING ARROW SIGN | | | 0105 801-06775 LUMP| 564500.00000 564500.00| 571000.00000 571000.00| MAINTAINING TRAFFIC | | | 0106 801-97643 518.000 m | 28.15000 14581.70| 28.15000 14581.70| TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 802-05701 36.800 m | 27.50000 1012.00| 52.48000 1931.26| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-05705 13.100 m | 19.00000 248.90| 52.48000 687.49| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0109 802-76025 15.500 m2 | 162.00000 2511.00| 150.00000 2325.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0110 802-76035 5.800 m2 | 140.00000 812.00| 156.00000 904.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 804-06771 378.000 EACH| 18.25000 6898.50| 18.25000 6898.50| DELINEATOR POST, FLEXIBLE | | | 0113 805-01815 8.000 EACH| 1550.00000 12400.00| 1000.00000 8000.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 25.000 EACH| 700.00000 17500.00| 550.00000 13750.00| HANDHOLE, SIGNAL | | | 0115 805-01881 3.000 EACH| 1850.00000 5550.00| 3000.00000 9000.00| FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION , L.E.D. | | | 0116 805-01885 8.000 EACH| 840.00000 6720.00| 825.00000 6600.00| MAST ARM, 9.1 m | | | 0117 805-02595 6.000 EACH| 100.00000 600.00| 400.00000 2400.00| CONTROLLER, RESET TIMING | | | 0118 805-03793 1.000 EACH| 145.00000 145.00| 150.00000 150.00| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0121 805-06592 1492.700 m | 20.50000 30600.35| 20.00000 29854.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0122 805-78109 2.000 EACH| 7600.00000 15200.00| 7200.00000 14400.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0123 805-78205 14.000 EACH| 650.00000 9100.00| 606.00000 8484.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0124 805-78215 4.000 EACH| 620.00000 2480.00| 578.00000 2312.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0125 805-78230 3.000 EACH| 1100.00000 3300.00| 962.00000 2886.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-78415 8.000 EACH| 2200.00000 17600.00| 1000.00000 8000.00| SPAN, CATENARY, AND TETHER | | | 0127 805-78420 8.000 EACH| 170.00000 1360.00| 180.00000 1440.00| DISCONNECT HANGER | | | 0128 805-78445 2.000 EACH| 500.00000 1000.00| 475.00000 950.00| SIGNAL SERVICE | | | 0129 805-78467 46.100 m | 4.75000 218.98| 4.00000 184.40| SIGNAL CABLE, 3C 8GA. | | | 0130 805-78470 2458.500 m | 0.40000 983.40| 0.70000 1720.95| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0131 805-78485 162.300 m | 3.35000 543.71| 2.00000 324.60| SIGNAL CABLE, 5C 14GA. | | | 0132 805-78490 562.600 m | 3.80000 2137.88| 2.05000 1153.33| SIGNAL CABLE, 7C 14GA. | | | 0133 805-78510 3951.800 m | 2.40000 9484.32| 2.70000 10669.86| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0134 805-78785 37.000 EACH| 450.00000 16650.00| 450.00000 16650.00| SIGNAL DETECTOR HOUSING | | | 0135 805-78795 1248.100 m | 18.50000 23089.85| 20.00000 24962.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0136 805-78925 2.000 EACH| 620.00000 1240.00| 575.00000 1150.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0137 805-92504 3.000 EACH| 275.00000 825.00| 248.00000 744.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0138 808-03631 27544.300 m | 1.23000 33879.49| 1.41000 38837.46| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0139 808-03632 27612.000 m | 1.23000 33962.76| 1.41000 38932.92| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0140 808-05866 98.000 m2 | 9.45000 926.10| 9.45000 926.10| PAVEMENT MESSAGE MARKING, REMOVE | | | 0141 808-06368 104.400 m | 5.60000 584.64| 5.60000 584.64| TRANSVERSE MARKING, REMOVE | | | 0142 808-06713 115.000 m | 1.20000 138.00| 1.20000 138.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0143 808-06714 111.000 m | 1.20000 133.20| 1.20000 133.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0144 808-74812 28.000 m | 19.30000 540.40| 19.30000 540.40| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0145 808-75061 6511.000 m | 8.10000 52739.10| 8.10000 52739.10| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 808-75067 251.000 m | 36.75000 9224.25| 36.75000 9224.25| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0147 808-75071 32.000 EACH| 194.00000 6208.00| 194.00000 6208.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0148 808-75073 32.000 EACH| 284.00000 9088.00| 284.00000 9088.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0149 808-75996 1461.000 EACH| 3.10000 4529.10| 4.00000 5844.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0150 808-75998 1461.000 EACH| 19.00000 27759.00| 20.25000 29585.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0151 808-99195 4445.000 m | 8.10000 36004.50| 8.10000 36004.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 125 mm | | | 0152 202-78515 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0153 805-81060 8.000 EACH| 2550.00000 20400.00| 2575.00000 20600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0154 805-94295 36.000 EACH| 50.00000 1800.00| 40.00000 1440.00| SIGNAL HEAD, RELOCATE | | | 0155 803-76100 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE ,| | | REMOVE | | | 0156 720-45030 7.000 EACH| 1200.00000 8400.00| 1045.00000 7315.00| INLET, E7 | | | 0157 720-44296 1.000 EACH| 518.00000 518.00| 170.00000 170.00| CAP INLET | | | 0158 210-05877 1.000 EACH| 9100.00000 9100.00| 9050.00000 9050.00| TESTING , DYNAMIC ANGLE VALIDATION KIT | | | 0159 210-05877 3.000 EACH| 22520.00000 67560.00| 28000.00000 84000.00| TESTING , GYRATORY COMPACTOR, | | | SPECIFICATION | | | 0160 401-05456 2413.000 Mg | 44.09000 106389.17| 64.00000 154432.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0161 805-02658 550.000 m | 3.00000 1650.00| 2.75000 1512.50| CABLE, COAXIAL | | | 0162 805-04782 2.000 EACH| 23500.00000 47000.00| 21050.00000 42100.00| VIDEO VEHICLE DETECTOR SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,339,225.59 ROUTE : 30 CALL ORDER : 151 CONTRACT ID : R -25204-A COUNTIES : WHITLEY LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 805-01523 4.000 EACH| 760.00000 3040.00| 300.00000 1200.00| MAST ARM, INSTALL , RELOCATE | | | 0164 805-02087 LUMP| 130.00000 130.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | SECTION TOTALS | $ 12,459,215.98| $ 12,810,927.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,459,215.98| $ 12,810,927.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2004013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,432,898.05 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,964,912.27 137.1285% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 8.000 MOS | 1450.00000 11600.00| 1000.00000 8000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40473.83000 40473.83| 12500.00000 12500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 98240.00000 98240.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 67680.00000 67680.00| 49000.00000 49000.00| CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 315.00000 1890.00| 200.00000 1200.00| HEADWALL, REMOVE | | | 0006 202-60820 670.000 m2 | 7.60000 5092.00| 12.00000 8040.00| SURFACE MILLING, ASPHALT | | | 0007 202-74045 15.000 EACH| 140.00000 2100.00| 35.00000 525.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 2.000 EACH| 160.00000 320.00| 600.00000 1200.00| INLET, REMOVE | | | 0009 202-96133 63.000 m | 25.00000 1575.00| 58.00000 3654.00| PIPE, REMOVE | | | 0010 203-02000 6990.000 m3 | 11.25000 78637.50| 10.00000 69900.00| EXCAVATION, COMMON | | | 0011 203-02045 5860.000 m3 | 0.25000 1465.00| 8.00000 46880.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 6100.000 m3 | 10.25000 62525.00| 16.00000 97600.00| BORROW | | | 0013 205-03371 10.000 m3 | 240.00000 2400.00| 25.00000 250.00| SEDIMENT REMOVE | | | 0014 205-06931 125.000 Mg | 39.00000 4875.00| 32.00000 4000.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 2.000 EACH| 70.00000 140.00| 70.00000 140.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-06936 197.000 Mg | 35.50000 6993.50| 32.00000 6304.00| TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 925.000 m | 5.10000 4717.50| 5.10000 4717.50| TEMPORARY SILT FENCE | | | 0018 211-02050 100.000 m3 | 32.00000 3200.00| 16.00000 1600.00| B BORROW | | | 0019 211-02060 830.000 m3 | 20.25000 16807.50| 24.00000 19920.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 215-06458 2930.000 m3 | 1.60000 4688.00| 12.93000 37884.90| SUBGRADE, MODIFIED | | | 0021 303-52308 5040.000 Mg | 15.00000 75600.00| 17.00000 85680.00| COMPACTED AGGREGATE, O, 53 | | | 0022 401-05437 9430.000 Mg | 38.25000 360697.50| 53.00000 499790.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 2395.000 Mg | 42.50000 101787.50| 53.00000 126935.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 1705.000 Mg | 50.00000 85250.00| 58.00000 98890.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 401-05459 640.000 Mg | 38.25000 24480.00| 58.00000 37120.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05495 648.000 Mg | 42.50000 27540.00| 48.00000 31104.00| HMA WEDGE AND LEVEL | | | 0027 405-05517 5.600 Mg | 0.01000 0.06| 180.00000 1008.00| ASPHALT FOR PRIME COAT | | | 0028 406-05520 15.500 Mg | 0.01000 0.16| 140.00000 2170.00| ASPHALT FOR TACK COAT | | | 0029 601-04746 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0030 602-06646 540.000 m | 60.00000 32400.00| 65.00000 35100.00| TEMPORARY CONCRETE BARRIER | | | 0031 603-06045 253.000 m | 35.00000 8855.00| 35.00000 8855.00| FENCE, CHAIN LINK, 1220 mm | | | 0032 610-05527 520.000 Mg | 65.00000 33800.00| 85.00000 44200.00| HMA FOR APPROACHES | | | 0033 611-05330 355.000 m2 | 35.75000 12691.25| 65.00000 23075.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 615-06490 18.000 EACH| 165.00000 2970.00| 165.00000 2970.00| RIGHT OF WAY MARKER | | | 0035 615-06520 1.000 EACH| 265.00000 265.00| 650.00000 650.00| MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-02320 1080.000 m2 | 2.65000 2862.00| 2.00000 2160.00| GEOTEXTILES | | | 0037 616-06405 289.000 Mg | 37.25000 10765.25| 30.00000 8670.00| RIPRAP, REVETMENT | | | 0038 616-06451 87.000 Mg | 42.75000 3719.25| 32.00000 2784.00| RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH| 400.00000 800.00| 400.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02770 12280.000 m2 | 1.84000 22595.20| 1.84000 22595.20| EROSION CONTROL BLANKET | | | 0041 621-06545 1.900 Mg | 605.00000 1149.50| 605.00000 1149.50| FERTILIZER | | | 0042 621-06548 13.500 kg | 49.60000 669.60| 49.60000 669.60| SEED MIXTURE, CV | | | 0043 621-06553 315.000 kg | 6.37000 2006.55| 6.37000 2006.55| SEED MIXTURE, R | | | 0044 621-06557 150.000 kg | 12.80000 1920.00| 12.80000 1920.00| SEED MIXTURE, T | | | 0045 621-06565 15.000 Mg | 462.00000 6930.00| 462.00000 6930.00| MULCHING MATERIAL | | | 0046 621-06567 52.000 kL | 0.55000 28.60| 0.55000 28.60| WATER | | | 0047 621-06574 2872.000 m2 | 3.32000 9535.04| 3.32000 9535.04| SODDING | | | 0048 702-90915 3.800 m3 | 1625.00000 6175.00| 610.00000 2318.00| CONCRETE, A | | | 0049 715-02398 1.000 EACH| 2340.00000 2340.00| 1800.00000 1800.00| SAFETY METAL END SECTION, 6:1, 900 mm | | | 0050 715-02628 5.000 EACH| 660.00000 3300.00| 375.00000 1875.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0051 715-02629 2.000 EACH| 815.00000 1630.00| 518.00000 1036.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0052 715-04857 1.000 EACH| 660.00000 660.00| 375.00000 375.00| SAFETY METAL END SECTION, 6:1, 300 mm | | | 0053 715-05019 4.200 m | 351.00000 1474.20| 560.00000 2352.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0054 715-05021 73.400 m | 125.00000 9175.00| 70.00000 5138.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05048 2040.000 m | 10.75000 21930.00| 9.00000 18360.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05053 135.100 m | 22.25000 3005.98| 25.00000 3377.50| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05118 3.500 m | 285.00000 997.50| 80.00000 280.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0058 715-05136 27.500 m | 975.00000 26812.50| 400.00000 11000.00| PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0059 715-05149 28.900 m | 105.00000 3034.50| 60.00000 1734.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05152 177.600 m | 110.00000 19536.00| 70.00000 12432.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-06357 2.000 EACH| 2225.00000 4450.00| 1200.00000 2400.00| CONCRETE ANCHOR, 1800 mm | | | 0062 718-06529 2.000 EACH| 685.00000 1370.00| 450.00000 900.00| OUTLET PROTECTOR, 2 | | | 0063 718-06531 4.000 EACH| 685.00000 2740.00| 400.00000 1600.00| OUTLET PROTECTOR, 3 | | | 0064 718-06532 1000.000 m | 4.00000 4000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0065 718-52610 473.000 m3 | 44.25000 20930.25| 42.00000 19866.00| AGGREGATE FOR UNDERDRAINS | | | 0066 720-44000 3.000 EACH| 285.00000 855.00| 240.00000 720.00| CASTING, ADJUST TO GRADE | | | 0067 720-45066 1.000 EACH| 2575.00000 2575.00| 3000.00000 3000.00| INLET, N12, MODIFIED | | | 0068 720-45070 1.000 EACH| 1750.00000 1750.00| 2100.00000 2100.00| INLET, P12A | | | 0069 720-45410 2.000 EACH| 2175.00000 4350.00| 2700.00000 5400.00| MANHOLE, C4 | | | 0070 801-01504 40.000 EACH| 15.00000 600.00| 38.00000 1520.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0071 801-06203 17825.000 m | 0.49000 8734.25| 0.30000 5347.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 7930.000 m | 2.58000 20459.40| 2.58000 20459.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06218 108.000 m | 15.72000 1697.76| 15.72000 1697.76| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0074 801-06606 9.000 EACH| 104.00000 936.00| 104.00000 936.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06640 42.000 EACH| 79.00000 3318.00| 79.00000 3318.00| CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 28.00000 56.00| 28.00000 56.00| CONSTRUCTION SIGN, B | | | 0077 801-06710 330.000 DAY | 11.00000 3630.00| 11.00000 3630.00| FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 12000.00000 12000.00| 278650.00000 278650.00| MAINTAINING TRAFFIC | | | 0079 802-05701 36.700 m | 22.80000 836.76| 22.80000 836.76| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-05702 17.600 m | 17.20000 302.72| 17.20000 302.72| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 0.540 m2 | 137.11000 74.04| 137.11000 74.04| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 10.510 m2 | 149.41000 1570.30| 149.41000 1570.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 808-06701 256.000 m | 1.10000 281.60| 1.10000 281.60| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0084 808-06703 1152.000 m | 1.10000 1267.20| 1.10000 1267.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0085 808-06713 2096.000 m | 0.35000 733.60| 0.35000 733.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 1020.000 m | 0.35000 357.00| 0.35000 357.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-75245 584.000 m | 1.10000 642.40| 1.10000 642.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0088 808-75278 53.000 m | 5.50000 291.50| 5.50000 291.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0089 808-75297 37.000 m | 11.00000 407.00| 11.00000 407.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0090 808-75320 16.000 EACH| 57.00000 912.00| 57.00000 912.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 155 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,418,451.35 ROUTE : US 30 CALL ORDER : 155 CONTRACT ID : R -25552-B COUNTIES : MARSHALL LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75325 2.000 EACH| 82.00000 164.00| 82.00000 164.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0092 808-75996 40.000 EACH| 14.50000 580.00| 14.62000 584.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 44.000 EACH| 27.50000 1210.00| 27.50000 1210.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 808-92027 342.000 m | 3.65000 1248.30| 3.65000 1248.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,432,898.05| $ 1,964,912.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,432,898.05| $ 1,964,912.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5232005 5232005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 680,500.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 718,500.00 105.5841% 3 35-1139301 E & B PAVING, INC. $ 776,968.66 114.1761% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 798,373.87 117.3216% 5 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 872,689.85 128.2424% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1502.00000 9012.00| 2000.00000 12000.00| 1800.00000 10800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19524.66000 19524.66| 16500.00000 16500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33994.37000 33994.37| 29786.11000 29786.11| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3562.78000 3562.78| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 3841.200 m2 | 1.24000 4763.09| 2.10000 8066.52| 1.55000 5953.86 SURFACE MILLING, ASPHALT | | | 0006 202-96151 LUMP| 499.56000 499.56| 500.00000 500.00| 473.34000 473.34 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0007 203-02000 6262.000 m3 | 13.63000 85351.06| 15.00000 93930.00| 20.10000 125866.20 EXCAVATION, COMMON | | | 0008 205-06932 336.100 m | 23.19000 7794.16| 8.10000 2722.41| 11.20000 3764.32 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 63.33000 126.66| 63.00000 126.00| 66.00000 132.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06936 66.400 Mg | 55.01000 3652.66| 40.00000 2656.00| 22.25000 1477.40 TEMPORARY SEDIMENT TRAP | | | 0011 211-02060 256.500 m3 | 15.12000 3878.28| 28.00000 7182.00| 39.25000 10067.63 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 3684.000 Mg | 13.68000 50397.12| 18.00000 66312.00| 17.45000 64285.80 COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 126.000 Mg | 77.60000 9777.60| 70.00000 8820.00| 100.00000 12600.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 1916.000 Mg | 34.79000 66657.64| 40.00000 76640.00| 43.50000 83346.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 312.000 Mg | 33.19000 10355.28| 37.00000 11544.00| 45.00000 14040.00 HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 1712.000 Mg | 30.78000 52695.36| 34.00000 58208.00| 40.00000 68480.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 787.000 Mg | 38.55000 30338.85| 44.00000 34628.00| 50.00000 39350.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 358.000 Mg | 31.95000 11438.10| 42.00000 15036.00| 55.00000 19690.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 294.000 Mg | 30.35000 8922.90| 41.00000 12054.00| 50.00000 14700.00 HMA WEDGE AND LEVEL | | | 0020 404-05511 1987.000 m2 | 1.67000 3318.29| 2.50000 4967.50| 3.00000 5961.00 SEAL COAT, 2 | | | 0021 405-05517 7.100 Mg | 250.00000 1775.00| 360.00000 2556.00| 450.00000 3195.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 8.600 Mg | 175.00000 1505.00| 200.00000 1720.00| 200.00000 1720.00 ASPHALT FOR TACK COAT | | | 0023 603-91304 30.000 m | 73.88000 2216.40| 100.00000 3000.00| 70.00000 2100.00 FENCE, WOOD, RESET | | | 0024 610-05527 113.000 Mg | 58.17000 6573.21| 90.00000 10170.00| 100.00000 11300.00 HMA FOR APPROACHES | | | 0025 611-06497 6.000 EACH| 131.92000 791.52| 165.00000 990.00| 125.00000 750.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 32.000 EACH| 121.37000 3883.84| 150.00000 4800.00| 115.00000 3680.00 RIGHT OF WAY MARKER | | | 0027 616-02320 375.000 m2 | 3.35000 1256.25| 2.70000 1012.50| 3.35000 1256.25 GEOTEXTILES | | | 0028 616-06396 9.400 Mg | 22.81000 214.41| 35.00000 329.00| 24.80000 233.12 RIPRAP | | | 0029 616-06405 408.000 Mg | 32.74000 13357.92| 29.00000 11832.00| 24.80000 10118.40 RIPRAP, REVETMENT | | | 0030 621-01004 5.000 EACH| 316.62000 1583.10| 360.00000 1800.00| 300.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 12928.000 m2 | 0.41000 5300.48| 0.30000 3878.40| 0.39000 5041.92 MULCHED SEEDING, R | | | 0032 621-06574 691.000 m2 | 4.07000 2812.37| 3.55000 2453.05| 3.86000 2667.26 SODDING | | | 0033 715-02628 14.000 EACH| 277.64000 3886.96| 290.00000 4060.00| 235.00000 3290.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-02630 4.000 EACH| 890.01000 3560.04| 570.00000 2280.00| 1260.00000 5040.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0035 715-04588 1.000 EACH| 346.94000 346.94| 300.00000 300.00| 380.00000 380.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0036 715-05048 1100.000 m | 9.08000 9988.00| 7.60000 8360.00| 7.80000 8580.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 38.000 m | 30.61000 1163.18| 31.00000 1178.00| 39.50000 1501.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05123 73.300 m | 91.16000 6682.03| 140.00000 10262.00| 115.45000 8462.49 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0039 715-05125 16.000 m | 190.66000 3050.56| 270.00000 4320.00| 140.75000 2252.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0040 715-05151 120.000 m | 65.80000 7896.00| 73.00000 8760.00| 80.50000 9660.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05169 53.800 m | 86.11000 4632.72| 68.00000 3658.40| 85.70000 4610.66 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-07071 2.000 EACH| 1155.73000 2311.46| 880.00000 1760.00| 1385.00000 2770.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0043 718-06528 2.000 EACH| 346.62000 693.24| 735.00000 1470.00| 650.00000 1300.00 OUTLET PROTECTOR, 1 | | | 0044 718-06529 5.000 EACH| 404.39000 2021.95| 630.00000 3150.00| 650.00000 3250.00 OUTLET PROTECTOR, 2 | | | 0045 718-06532 1000.000 m | 3.17000 3170.00| 3.20000 3200.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0046 718-52610 254.000 m3 | 35.46000 9006.84| 36.00000 9144.00| 27.85000 7073.90 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 2752.000 m2 | 1.16000 3192.32| 1.65000 4540.80| 0.70000 1926.40 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-45035 2.000 EACH| 1211.46000 2422.92| 1300.00000 2600.00| 1450.00000 2900.00 INLET, F7 | | | 0049 801-06203 7136.000 m | 0.35000 2497.60| 0.35000 2497.60| 0.33000 2354.88 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 7839.000 m | 3.09000 24222.51| 3.08000 24144.12| 2.93000 22968.27 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06216 60.000 m | 2.09000 125.40| 2.08000 124.80| 1.98000 118.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0052 801-06218 46.000 m | 18.68000 859.28| 18.60000 855.60| 17.70000 814.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06606 12.000 EACH| 94.99000 1139.88| 94.50000 1134.00| 90.00000 1080.00 BARRICADE, IIIB | | | 0054 801-06640 42.000 EACH| 73.88000 3102.96| 73.50000 3087.00| 70.00000 2940.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 8.000 EACH| 31.66000 253.28| 31.50000 252.00| 30.00000 240.00 CONSTRUCTION SIGN, B | | | 0056 801-06710 60.000 DAY | 15.83000 949.80| 15.75000 945.00| 15.00000 900.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 47464.98000 47464.98| 27000.00000 27000.00| 23823.00000 23823.00 MAINTAINING TRAFFIC | | | 0058 802-05701 51.600 m | 28.91000 1491.76| 28.75000 1483.50| 27.39000 1413.32 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 8.170 m2 | 185.54000 1515.86| 184.00000 1503.28| 175.80000 1436.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76035 0.640 m2 | 410.53000 262.74| 408.00000 261.12| 388.98000 248.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 805-01842 8.000 EACH| 557.42000 4459.36| 550.00000 4400.00| 528.17000 4225.36 HANDHOLE, SIGNAL | | | 0062 805-06592 487.500 m | 24.28000 11836.50| 24.00000 11700.00| 23.01000 11217.38 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 9143.20000 9143.20| 9000.00000 9000.00| 8663.36000 8663.36 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 4.000 EACH| 402.04000 1608.16| 400.00000 1600.00| 380.94000 1523.76 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78230 4.000 EACH| 634.71000 2538.84| 620.00000 2480.00| 601.40000 2405.60 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-78415 4.000 EACH| 1134.55000 4538.20| 1120.00000 4480.00| 1075.01000 4300.04 SPAN, CATENARY, AND TETHER | | | 0067 805-78420 4.000 EACH| 175.68000 702.72| 170.00000 680.00| 166.46000 665.84 DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 394.90000 394.90| 390.00000 390.00| 374.17000 374.17 SIGNAL SERVICE | | | 0069 805-78467 9.000 m | 3.79000 34.11| 3.70000 33.30| 32.31000 290.79 SIGNAL CABLE, 3C 8GA. | | | 0070 805-78470 988.000 m | 1.79000 1768.52| 1.75000 1729.00| 1.70000 1679.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78485 63.000 m | 2.51000 158.13| 2.50000 157.50| 2.38000 149.94 SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 268.000 m | 2.86000 766.48| 2.80000 750.40| 2.71000 726.28 SIGNAL CABLE, 7C 14GA. | | | 0073 805-78510 1346.000 m | 2.16000 2907.36| 2.15000 2893.90| 2.05000 2759.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0074 805-78785 8.000 EACH| 496.23000 3969.84| 490.00000 3920.00| 470.19000 3761.52 SIGNAL DETECTOR HOUSING | | | 0075 805-78795 319.000 m | 17.42000 5556.98| 17.00000 5423.00| 16.51000 5266.69 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0076 805-78906 4.000 EACH| 1608.60000 6434.40| 1600.00000 6400.00| 1524.18000 6096.72 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0077 805-78925 1.000 EACH| 789.79000 789.79| 780.00000 780.00| 748.34000 748.34 CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81032 4.000 EACH| 2455.54000 9822.16| 2400.00000 9600.00| 2326.67000 9306.68 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0079 805-92504 8.000 EACH| 173.35000 1386.80| 170.00000 1360.00| 164.25000 1314.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-96014 104.000 m | 2.31000 240.24| 10.00000 1040.00| 7.00000 728.00 SAW CUT, FULL DEPTH | | | 0081 808-06703 355.000 m | 1.08000 383.40| 1.07000 379.85| 1.02000 362.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0082 808-06713 1677.000 m | 0.27000 452.79| 0.27000 452.79| 0.26000 436.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-75245 820.000 m | 1.08000 885.60| 1.07000 877.40| 1.02000 836.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75290 51.000 m | 4.49000 228.99| 4.45000 226.95| 4.25000 216.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0085 808-75297 44.000 m | 10.03000 441.32| 10.00000 440.00| 9.50000 418.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75320 8.000 EACH| 46.44000 371.52| 46.20000 369.60| 44.00000 352.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 6.000 EACH| 61.21000 367.26| 60.90000 365.40| 58.00000 348.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75340 1.000 EACH| 369.39000 369.39| 367.00000 367.00| 350.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1139301 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-92027 792.000 m | 2.15000 1702.80| 2.10000 1663.20| 2.04000 1615.68 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0090 202-78515 LUMP| 999.11000 999.11| 990.00000 990.00| 946.68000 946.68 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | SECTION TOTALS | $ 680,500.00| $ 718,500.00| $ 776,968.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 680,500.00| $ 718,500.00| $ 776,968.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 38-1894432 | |MILESTONE CONTRACTORS, L.P. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 1250.00000 7500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19000.00000 19000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 3841.200 m2 | 1.40000 5377.68| 4.00000 15364.80| SURFACE MILLING, ASPHALT | | | 0006 202-96151 LUMP| 488.01000 488.01| 5000.00000 5000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0007 203-02000 6262.000 m3 | 21.71000 135948.02| 20.00000 125240.00| EXCAVATION, COMMON | | | 0008 205-06932 336.100 m | 18.62000 6258.18| 5.00000 1680.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 61.86000 123.72| 300.00000 600.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06936 66.400 Mg | 27.51000 1826.66| 100.00000 6640.00| TEMPORARY SEDIMENT TRAP | | | 0011 211-02060 256.500 m3 | 16.32000 4186.08| 25.00000 6412.50| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 3684.000 Mg | 18.64000 68669.76| 20.00000 73680.00| COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 126.000 Mg | 85.00000 10710.00| 76.00000 9576.00| HMA FOR PATCHING | | | 0014 402-05468 1916.000 Mg | 39.00000 74724.00| 44.00000 84304.00| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 312.000 Mg | 37.00000 11544.00| 40.00000 12480.00| HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 1712.000 Mg | 34.00000 58208.00| 37.00000 63344.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 787.000 Mg | 41.00000 32267.00| 48.00000 37776.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 358.000 Mg | 36.00000 12888.00| 46.00000 16468.00| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05495 294.000 Mg | 34.00000 9996.00| 45.00000 13230.00| HMA WEDGE AND LEVEL | | | 0020 404-05511 1987.000 m2 | 2.00000 3974.00| 3.00000 5961.00| SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 38-1894432 | |MILESTONE CONTRACTORS, L.P. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 7.100 Mg | 300.00000 2130.00| 400.00000 2840.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 8.600 Mg | 250.00000 2150.00| 225.00000 1935.00| ASPHALT FOR TACK COAT | | | 0023 603-91304 30.000 m | 72.17000 2165.10| 110.00000 3300.00| FENCE, WOOD, RESET | | | 0024 610-05527 113.000 Mg | 65.00000 7345.00| 100.00000 11300.00| HMA FOR APPROACHES | | | 0025 611-06497 6.000 EACH| 128.88000 773.28| 200.00000 1200.00| MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 32.000 EACH| 118.57000 3794.24| 150.00000 4800.00| RIGHT OF WAY MARKER | | | 0027 616-02320 375.000 m2 | 1.99000 746.25| 2.00000 750.00| GEOTEXTILES | | | 0028 616-06396 9.400 Mg | 52.51000 493.59| 33.00000 310.20| RIPRAP | | | 0029 616-06405 408.000 Mg | 22.69000 9257.52| 30.00000 12240.00| RIPRAP, REVETMENT | | | 0030 621-01004 5.000 EACH| 309.30000 1546.50| 700.00000 3500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 12928.000 m2 | 0.40000 5171.20| 0.60000 7756.80| MULCHED SEEDING, R | | | 0032 621-06574 691.000 m2 | 3.98000 2750.18| 6.25000 4318.75| SODDING | | | 0033 715-02628 14.000 EACH| 313.14000 4383.96| 330.00000 4620.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0034 715-02630 4.000 EACH| 824.26000 3297.04| 810.00000 3240.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0035 715-04588 1.000 EACH| 554.82000 554.82| 1100.00000 1100.00| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0036 715-05048 1100.000 m | 7.47000 8217.00| 11.00000 12100.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 38.000 m | 30.67000 1165.46| 36.00000 1368.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05123 73.300 m | 113.57000 8324.68| 90.00000 6597.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0039 715-05125 16.000 m | 251.60000 4025.60| 125.00000 2000.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0040 715-05151 120.000 m | 76.17000 9140.40| 90.00000 10800.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 38-1894432 | |MILESTONE CONTRACTORS, L.P. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05169 53.800 m | 101.18000 5443.48| 90.00000 4842.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-07071 2.000 EACH| 1467.94000 2935.88| 1600.00000 3200.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0043 718-06528 2.000 EACH| 721.70000 1443.40| 500.00000 1000.00| OUTLET PROTECTOR, 1 | | | 0044 718-06529 5.000 EACH| 618.60000 3093.00| 500.00000 2500.00| OUTLET PROTECTOR, 2 | | | 0045 718-06532 1000.000 m | 3.25000 3250.00| 3.50000 3500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0046 718-52610 254.000 m3 | 36.09000 9166.86| 30.00000 7620.00| AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 2752.000 m2 | 1.65000 4540.80| 3.00000 8256.00| GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-45035 2.000 EACH| 899.17000 1798.34| 1100.00000 2200.00| INLET, F7 | | | 0049 801-06203 7136.000 m | 0.34000 2426.24| 0.40000 2854.40| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 7839.000 m | 3.02000 23673.78| 3.20000 25084.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06216 60.000 m | 2.04000 122.40| 2.20000 132.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0052 801-06218 46.000 m | 18.25000 839.50| 20.00000 920.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0053 801-06606 12.000 EACH| 92.79000 1113.48| 100.00000 1200.00| BARRICADE, IIIB | | | 0054 801-06640 42.000 EACH| 72.17000 3031.14| 75.00000 3150.00| CONSTRUCTION SIGN, A | | | 0055 801-06645 8.000 EACH| 30.93000 247.44| 35.00000 280.00| CONSTRUCTION SIGN, B | | | 0056 801-06710 60.000 DAY | 15.47000 928.20| 17.00000 1020.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 57000.00000 57000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0058 802-05701 51.600 m | 28.24000 1457.18| 30.00000 1548.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 8.170 m2 | 181.25000 1480.81| 200.00000 1634.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 38-1894432 | |MILESTONE CONTRACTORS, L.P. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76035 0.640 m2 | 401.05000 256.67| 420.00000 268.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 805-01842 8.000 EACH| 544.54000 4356.32| 570.00000 4560.00| HANDHOLE, SIGNAL | | | 0062 805-06592 487.500 m | 23.72000 11563.50| 25.00000 12187.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 8931.92000 8931.92| 10000.00000 10000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 4.000 EACH| 392.75000 1571.00| 410.00000 1640.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78230 4.000 EACH| 620.04000 2480.16| 650.00000 2600.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-78415 4.000 EACH| 1108.34000 4433.36| 1200.00000 4800.00| SPAN, CATENARY, AND TETHER | | | 0067 805-78420 4.000 EACH| 171.62000 686.48| 200.00000 800.00| DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 385.77000 385.77| 400.00000 400.00| SIGNAL SERVICE | | | 0069 805-78467 9.000 m | 3.70000 33.30| 4.00000 36.00| SIGNAL CABLE, 3C 8GA. | | | 0070 805-78470 988.000 m | 1.75000 1729.00| 2.00000 1976.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78485 63.000 m | 2.45000 154.35| 170.00000 10710.00| SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 268.000 m | 2.79000 747.72| 3.00000 804.00| SIGNAL CABLE, 7C 14GA. | | | 0073 805-78510 1346.000 m | 2.11000 2840.06| 2.20000 2961.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0074 805-78785 8.000 EACH| 484.77000 3878.16| 506.00000 4048.00| SIGNAL DETECTOR HOUSING | | | 0075 805-78795 319.000 m | 17.02000 5429.38| 20.00000 6380.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0076 805-78906 4.000 EACH| 1571.43000 6285.72| 1700.00000 6800.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0077 805-78925 1.000 EACH| 771.54000 771.54| 806.00000 806.00| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 760,935.62 ROUTE : US 136 CALL ORDER : 161 CONTRACT ID : R -25651-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 38-1894432 | |MILESTONE CONTRACTORS, L.P. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-81032 4.000 EACH| 2398.80000 9595.20| 2500.00000 10000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0079 805-92504 8.000 EACH| 169.34000 1354.72| 177.00000 1416.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-96014 104.000 m | 2.06000 214.24| 8.00000 832.00| SAW CUT, FULL DEPTH | | | 0081 808-06703 355.000 m | 1.05000 372.75| 1.10000 390.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0082 808-06713 1677.000 m | 0.27000 452.79| 0.30000 503.10| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-75245 820.000 m | 1.05000 861.00| 1.10000 902.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75290 51.000 m | 4.38000 223.38| 4.60000 234.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0085 808-75297 44.000 m | 9.79000 430.76| 10.00000 440.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75320 8.000 EACH| 45.36000 362.88| 50.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 6.000 EACH| 59.80000 358.80| 63.00000 378.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75340 1.000 EACH| 360.85000 360.85| 400.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0089 808-92027 792.000 m | 2.10000 1663.20| 2.20000 1742.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0090 202-78515 LUMP| 976.03000 976.03| 1000.00000 1000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | SECTION TOTALS | $ 798,373.87| $ 872,689.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 798,373.87| $ 872,689.85| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : R240003 R240003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 1,146,238.74 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,162,182.00 101.3909% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,192,085.10 103.9997% 4 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,262,716.66 110.1617% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1356.00000 16272.00| 1400.00000 16800.00| 1356.00000 16272.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23123.00000 23123.00| 23500.00000 23500.00| 37450.00000 37450.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 96222.00000 96222.00| 58000.00000 58000.00| 64300.00000 64300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 41265.00000 41265.00| 44550.00000 44550.00| 95400.00000 95400.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 123.000 m | 19.57000 2407.11| 14.50000 1783.50| 15.82000 1945.86 GUARDRAIL, REMOVE | | | 0006 202-60820 630.000 m2 | 7.47000 4706.10| 7.00000 4410.00| 6.78000 4271.40 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 990.00000 990.00| 1000.00000 1000.00| 1084.80000 1084.80 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 6910.000 m3 | 13.82000 95496.20| 21.00000 145110.00| 9.04000 62466.40 EXCAVATION, COMMON | | | 0009 203-02070 4202.000 m3 | 14.00000 58828.00| 23.00000 96646.00| 14.69000 61727.38 BORROW | | | 0010 205-06931 68.000 Mg | 42.49000 2889.32| 10.00000 680.00| 39.55000 2689.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 326.000 m | 9.73000 3171.98| 10.00000 3260.00| 9.04000 2947.04 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 550.000 m | 5.44000 2992.00| 5.50000 3025.00| 2.26000 1243.00 TEMPORARY SILT FENCE | | | 0013 205-06938 20.000 m | 43.19000 863.80| 13.50000 270.00| 113.00000 2260.00 TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 750.000 m3 | 22.57000 16927.50| 18.00000 13500.00| 29.38000 22035.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 2172.000 Mg | 21.17000 45981.24| 20.55000 44634.60| 16.95000 36815.40 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 3580.000 Mg | 44.96000 160956.80| 43.65000 156267.00| 48.40000 173272.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2082.000 Mg | 45.47000 94668.54| 44.15000 91920.30| 49.50000 103059.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 921.000 Mg | 69.53000 64037.13| 67.50000 62167.50| 74.80000 68890.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 806.000 Mg | 44.75000 36068.50| 43.45000 35020.70| 48.40000 39010.40 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 2985.000 m2 | 1.75000 5223.75| 1.70000 5074.50| 1.87000 5581.95 SEAL COAT, 2 | | | 0021 405-05517 6.000 Mg | 412.00000 2472.00| 400.00000 2400.00| 440.00000 2640.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 7.000 Mg | 206.00000 1442.00| 200.00000 1400.00| 220.00000 1540.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 1.000 EACH| 2575.00000 2575.00| 2500.00000 2500.00| 2712.00000 2712.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 824.00000 824.00| 1000.00000 1000.00| 1073.50000 1073.50 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 79.000 m | 51.50000 4068.50| 35.00000 2765.00| 38.42000 3035.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 605-06140 450.000 m | 48.45000 21802.50| 42.00000 18900.00| 56.50000 25425.00 CURB AND GUTTER, CONCRETE | | | 0027 610-05527 160.000 Mg | 81.32000 13011.20| 78.95000 12632.00| 88.00000 14080.00 HMA FOR APPROACHES | | | 0028 611-05330 162.000 m2 | 46.35000 7508.70| 79.00000 12798.00| 56.50000 9153.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 7.000 EACH| 144.20000 1009.40| 190.00000 1330.00| 226.00000 1582.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 40.000 EACH| 133.90000 5356.00| 125.00000 5000.00| 137.86000 5514.40 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 463.50000 927.00| 475.00000 950.00| 508.50000 1017.00 MONUMENT, B | | | 0032 616-02320 1838.000 m2 | 1.92000 3528.96| 2.25000 4135.50| 2.26000 4153.88 GEOTEXTILES | | | 0033 616-06406 1557.000 m2 | 34.56000 53809.92| 19.00000 29583.00| 25.99000 40466.43 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06451 102.000 Mg | 35.32000 3602.64| 22.00000 2244.00| 25.99000 2650.98 RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH| 669.50000 1339.00| 685.00000 1370.00| 565.00000 1130.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.452 Mg | 554.14000 804.61| 565.00000 820.38| 508.50000 738.34 FERTILIZER | | | 0037 621-06554 272.000 kg | 8.34000 2268.48| 8.50000 2312.00| 5.88000 1599.36 SEED MIXTURE, U | | | 0038 621-06565 3.629 Mg | 459.38000 1667.09| 465.00000 1687.49| 474.60000 1722.32 MULCHING MATERIAL | | | 0039 621-06567 24.600 kL | 0.50000 12.30| 0.50000 12.30| 4.52000 111.19 WATER | | | 0040 621-06575 1356.000 m2 | 3.71000 5030.76| 5.00000 6780.00| 3.96000 5369.76 SODDING, NURSERY | | | 0041 715-05019 54.000 m | 246.67000 13320.18| 335.00000 18090.00| 141.25000 7627.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0042 715-05049 30.000 m | 40.87000 1226.10| 39.00000 1170.00| 113.00000 3390.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0043 715-05122 15.000 m | 240.52000 3607.80| 150.00000 2250.00| 117.52000 1762.80 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0044 715-05123 30.000 m | 157.18000 4715.40| 405.00000 12150.00| 134.47000 4034.10 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05149 6.000 m | 186.43000 1118.58| 475.00000 2850.00| 79.10000 474.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 462.000 m | 103.46000 47798.52| 125.00000 57750.00| 84.75000 39154.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05169 26.000 m | 142.77000 3712.02| 135.00000 3510.00| 84.75000 2203.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05203 30.000 m | 38.92000 1167.60| 28.50000 855.00| 113.00000 3390.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 715-05365 11.000 m | 388.89000 4277.79| 250.00000 2750.00| 146.90000 1615.90 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0050 715-07169 2.000 EACH| 1059.00000 2118.00| 285.00000 570.00| 565.00000 1130.00 PIPE END SECTION, 700 mm X 500 mm | | | 0051 715-46005 7.000 EACH| 529.00000 3703.00| 220.00000 1540.00| 339.00000 2373.00 PIPE END SECTION, 375 mm | | | 0052 715-46015 2.000 EACH| 647.00000 1294.00| 285.00000 570.00| 508.50000 1017.00 PIPE END SECTION, 525 mm | | | 0053 715-46020 1.000 EACH| 688.00000 688.00| 300.00000 300.00| 565.00000 565.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46040 4.000 EACH| 1155.00000 4620.00| 550.00000 2200.00| 847.50000 3390.00 PIPE END SECTION, 900 mm | | | 0055 720-45045 6.000 EACH| 1570.00000 9420.00| 1500.00000 9000.00| 1469.00000 8814.00 INLET, J10 | | | 0056 720-45410 7.000 EACH| 2808.00000 19656.00| 1900.00000 13300.00| 2034.00000 14238.00 MANHOLE, C4 | | | 0057 801-01504 8.000 EACH| 39.14000 313.12| 40.00000 320.00| 42.94000 343.52 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0058 801-04308 10.000 EACH| 226.60000 2266.00| 210.00000 2100.00| 248.60000 2486.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 1000.000 m | 0.40000 400.00| 0.40000 400.00| 0.45000 450.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 800.000 m | 3.17000 2536.00| 3.20000 2560.00| 3.50000 2800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 8.000 EACH| 92.70000 741.60| 95.00000 760.00| 101.70000 813.60 BARRICADE, IIIA | | | 0062 801-06606 15.000 EACH| 103.00000 1545.00| 105.00000 1575.00| 113.00000 1695.00 BARRICADE, IIIB | | | 0063 801-06625 24.000 EACH| 92.70000 2224.80| 94.00000 2256.00| 101.70000 2440.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 20.000 EACH| 82.40000 1648.00| 84.00000 1680.00| 90.40000 1808.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 36.05000 72.10| 35.00000 70.00| 39.55000 79.10 CONSTRUCTION SIGN, B | | | 0066 801-06710 180.000 DAY | 15.45000 2781.00| 16.00000 2880.00| 22.60000 4068.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 12915.00000 12915.00| 8891.23000 8891.23| 51900.00000 51900.00 MAINTAINING TRAFFIC | | | 0068 802-76025 0.900 m2 | 238.94000 215.05| 243.00000 218.70| 271.20000 244.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 4.320 m2 | 201.27000 869.49| 205.00000 885.60| 221.48000 956.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 2.300 m2 | 241.50000 555.45| 246.00000 565.80| 265.55000 610.77 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 802-91122 2.000 EACH| 151.40000 302.80| 153.00000 306.00| 166.11000 332.22 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-01815 4.000 EACH| 1583.45000 6333.80| 1600.00000 6400.00| 1736.81000 6947.24 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0073 805-01842 9.000 EACH| 547.40000 4926.60| 555.00000 4995.00| 601.16000 5410.44 HANDHOLE, SIGNAL | | | 0074 805-01844 450.000 m | 25.44000 11448.00| 26.00000 11700.00| 28.25000 12712.50 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0075 805-02087 LUMP| 494.32000 494.32| 500.00000 500.00| 542.00000 542.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0076 805-78100 1.000 EACH| 15208.87000 15208.87| 15350.00000 15350.00| 16685.58000 16685.58 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 8.000 EACH| 659.79000 5278.32| 673.00000 5384.00| 723.20000 5785.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78215 2.000 EACH| 665.45000 1330.90| 680.00000 1360.00| 729.98000 1459.96 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 1119.02000 4476.08| 1145.00000 4580.00| 1228.31000 4913.24 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 166.13000 664.52| 170.00000 680.00| 183.06000 732.24 DISCONNECT HANGER | | | 0081 805-78445 1.000 EACH| 388.78000 388.78| 395.00000 395.00| 427.14000 427.14 SIGNAL SERVICE | | | 0082 805-78467 15.000 m | 3.03000 45.45| 3.05000 45.75| 3.39000 50.85 SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 2430.000 m | 0.33000 801.90| 0.33000 801.90| 0.45000 1093.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78480 375.000 m | 0.45000 168.75| 0.45000 168.75| 0.57000 213.75 SIGNAL CABLE, 3C 14GA. | | | 0085 805-78485 140.000 m | 2.47000 345.80| 2.50000 350.00| 2.71000 379.40 SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 225.000 m | 2.81000 632.25| 2.85000 641.25| 2.71000 609.75 SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 1690.000 m | 2.13000 3599.70| 2.15000 3633.50| 2.37000 4005.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 12.000 EACH| 488.82000 5865.84| 495.00000 5940.00| 536.75000 6441.00 SIGNAL DETECTOR HOUSING | | | 0089 805-78795 768.000 m | 3.11000 2388.48| 3.15000 2419.20| 3.39000 2603.52 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-1912582 |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-78925 1.000 EACH| 777.57000 777.57| 793.00000 793.00| 853.15000 853.15 CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH| 2665.57000 10662.28| 2725.00000 10900.00| 2924.44000 11697.76 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-92504 10.000 EACH| 193.95000 1939.50| 195.00000 1950.00| 207.92000 2079.20 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0093 808-06701 216.000 m | 1.05000 226.80| 1.05000 226.80| 1.13000 244.08 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0094 808-06703 2081.000 m | 1.03000 2143.43| 1.05000 2185.05| 1.13000 2351.53 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0095 808-06716 1492.000 m | 1.68000 2506.56| 1.65000 2461.80| 1.92000 2864.64 LINE, REMOVE | | | 0096 808-75245 1858.000 m | 1.03000 1913.74| 1.04000 1932.32| 1.13000 2099.54 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0097 808-75278 87.000 m | 4.38000 381.06| 4.50000 391.50| 4.86000 422.82 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0098 808-75297 113.400 m | 1.18000 133.81| 1.20000 136.08| 1.36000 154.22 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0099 808-75320 8.000 EACH| 45.32000 362.56| 46.00000 368.00| 49.72000 397.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 8.000 EACH| 57.68000 461.44| 58.00000 464.00| 63.28000 506.24 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75996 40.000 EACH| 6.81000 272.40| 6.00000 240.00| 11.30000 452.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0102 808-75998 40.000 EACH| 30.39000 1215.60| 31.00000 1240.00| 33.90000 1356.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-92027 420.000 m | 2.06000 865.20| 2.35000 987.00| 2.26000 949.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,146,238.74| $ 1,162,182.00| $ 1,192,085.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,146,238.74| $ 1,162,182.00| $ 1,192,085.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 123.000 m | 20.00000 2460.00| | GUARDRAIL, REMOVE | | | 0006 202-60820 630.000 m2 | 5.00000 3150.00| | SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 5000.00000 5000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 6910.000 m3 | 25.00000 172750.00| | EXCAVATION, COMMON | | | 0009 203-02070 4202.000 m3 | 20.00000 84040.00| | BORROW | | | 0010 205-06931 68.000 Mg | 40.00000 2720.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 326.000 m | 15.00000 4890.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 550.000 m | 6.00000 3300.00| | TEMPORARY SILT FENCE | | | 0013 205-06938 20.000 m | 25.00000 500.00| | TEMPORARY SLOPE DRAIN | | | 0014 211-02060 750.000 m3 | 25.00000 18750.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 2172.000 Mg | 25.00000 54300.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 3580.000 Mg | 50.00000 179000.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2082.000 Mg | 50.00000 104100.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 921.000 Mg | 75.00000 69075.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 806.000 Mg | 50.00000 40300.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 2985.000 m2 | 2.00000 5970.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 6.000 Mg | 500.00000 3000.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 7.000 Mg | 220.00000 1540.00| | ASPHALT FOR TACK COAT | | | 0023 601-94689 1.000 EACH| 3000.00000 3000.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 79.000 m | 40.00000 3160.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 605-06140 450.000 m | 55.00000 24750.00| | CURB AND GUTTER, CONCRETE | | | 0027 610-05527 160.000 Mg | 85.00000 13600.00| | HMA FOR APPROACHES | | | 0028 611-05330 162.000 m2 | 80.00000 12960.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 7.000 EACH| 200.00000 1400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 40.000 EACH| 130.00000 5200.00| | RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 500.00000 1000.00| | MONUMENT, B | | | 0032 616-02320 1838.000 m2 | 3.50000 6433.00| | GEOTEXTILES | | | 0033 616-06406 1557.000 m2 | 30.00000 46710.00| | RIPRAP, REVETMENT | | | 0034 616-06451 102.000 Mg | 45.00000 4590.00| | RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.452 Mg | 600.00000 871.20| | FERTILIZER | | | 0037 621-06554 272.000 kg | 4.00000 1088.00| | SEED MIXTURE, U | | | 0038 621-06565 3.629 Mg | 1000.00000 3629.00| | MULCHING MATERIAL | | | 0039 621-06567 24.600 kL | 0.60000 14.76| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06575 1356.000 m2 | 5.00000 6780.00| | SODDING, NURSERY | | | 0041 715-05019 54.000 m | 200.00000 10800.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0042 715-05049 30.000 m | 80.00000 2400.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0043 715-05122 15.000 m | 110.00000 1650.00| | PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0044 715-05123 30.000 m | 120.00000 3600.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05149 6.000 m | 80.00000 480.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 462.000 m | 90.00000 41580.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05169 26.000 m | 100.00000 2600.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05203 30.000 m | 60.00000 1800.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 715-05365 11.000 m | 200.00000 2200.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0050 715-07169 2.000 EACH| 1300.00000 2600.00| | PIPE END SECTION, 700 mm X 500 mm | | | 0051 715-46005 7.000 EACH| 600.00000 4200.00| | PIPE END SECTION, 375 mm | | | 0052 715-46015 2.000 EACH| 700.00000 1400.00| | PIPE END SECTION, 525 mm | | | 0053 715-46020 1.000 EACH| 700.00000 700.00| | PIPE END SECTION, 600 mm | | | 0054 715-46040 4.000 EACH| 1300.00000 5200.00| | PIPE END SECTION, 900 mm | | | 0055 720-45045 6.000 EACH| 1500.00000 9000.00| | INLET, J10 | | | 0056 720-45410 7.000 EACH| 1500.00000 10500.00| | MANHOLE, C4 | | | 0057 801-01504 8.000 EACH| 35.00000 280.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0058 801-04308 10.000 EACH| 160.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 1000.000 m | 1.00000 1000.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06207 800.000 m | 3.00000 2400.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 8.000 EACH| 3.00000 24.00| | BARRICADE, IIIA | | | 0062 801-06606 15.000 EACH| 20.00000 300.00| | BARRICADE, IIIB | | | 0063 801-06625 24.000 EACH| 100.00000 2400.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 20.000 EACH| 70.00000 1400.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 45.00000 90.00| | CONSTRUCTION SIGN, B | | | 0066 801-06710 180.000 DAY | 15.00000 2700.00| | FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0068 802-76025 0.900 m2 | 250.00000 225.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 4.320 m2 | 220.00000 950.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 2.300 m2 | 260.00000 598.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 802-91122 2.000 EACH| 160.00000 320.00| | SIGN, GROUND MOUNTED, RESET | | | 0072 805-01815 4.000 EACH| 1700.00000 6800.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0073 805-01842 9.000 EACH| 600.00000 5400.00| | HANDHOLE, SIGNAL | | | 0074 805-01844 450.000 m | 27.00000 12150.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0075 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0076 805-78100 1.000 EACH| 20000.00000 20000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78205 8.000 EACH| 700.00000 5600.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78215 2.000 EACH| 700.00000 1400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 1200.00000 4800.00| | SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 200.00000 800.00| | DISCONNECT HANGER | | | 0081 805-78445 1.000 EACH| 410.00000 410.00| | SIGNAL SERVICE | | | 0082 805-78467 15.000 m | 4.00000 60.00| | SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 2430.000 m | 0.50000 1215.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78480 375.000 m | 0.50000 187.50| | SIGNAL CABLE, 3C 14GA. | | | 0085 805-78485 140.000 m | 3.00000 420.00| | SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 225.000 m | 3.00000 675.00| | SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 1690.000 m | 2.20000 3718.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 12.000 EACH| 500.00000 6000.00| | SIGNAL DETECTOR HOUSING | | | 0089 805-78795 768.000 m | 3.30000 2534.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78925 1.000 EACH| 810.00000 810.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH| 3000.00000 12000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-92504 10.000 EACH| 200.00000 2000.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0093 808-06701 216.000 m | 1.00000 216.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0094 808-06703 2081.000 m | 1.00000 2081.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0095 808-06716 1492.000 m | 2.00000 2984.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,226,031.05 ROUTE : US 40 CALL ORDER : 171 CONTRACT ID : R -25716-A COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75245 1858.000 m | 1.00000 1858.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0097 808-75278 87.000 m | 6.00000 522.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0098 808-75297 113.400 m | 11.00000 1247.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0099 808-75320 8.000 EACH| 60.00000 480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 8.000 EACH| 80.00000 640.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75996 40.000 EACH| 45.00000 1800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0102 808-75998 40.000 EACH| 45.00000 1800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-92027 420.000 m | 4.00000 1680.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,262,716.66| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,262,716.66| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,799,730.31 ROUTE : 65 CALL ORDER : 181 CONTRACT ID : R -25744-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 328200G 392600B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,513,700.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,782,764.75 117.7753% 3 35-0626844 RUDOLPH, J.H. & CO $ 1,892,686.15 125.0370% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 15.000 MOS | 1300.00000 19500.00| 1650.00000 24750.00| 1500.00000 22500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 22000.00000 22000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 89100.00000 89100.00| 94000.00000 94000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7600.00000 7600.00| 3190.00000 3190.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 34.000 m | 2.20000 74.80| 2.20000 74.80| 2.40000 81.60 GUARDRAIL, REMOVE | | | 0007 202-52710 10.000 m2 | 17.00000 170.00| 20.60000 206.00| 65.00000 650.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 13200.000 m2 | 0.45000 5940.00| 2.13000 28116.00| 1.65000 21780.00 SURFACE MILLING, ASPHALT | | | 0009 202-93741 10.000 EACH| 252.00000 2520.00| 432.48000 4324.80| 265.00000 2650.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-96133 40.000 m | 30.00000 1200.00| 41.85000 1674.00| 48.00000 1920.00 PIPE, REMOVE | | | 0011 203-02000 1680.000 m3 | 3.00000 5040.00| 18.36000 30844.80| 14.50000 24360.00 EXCAVATION, COMMON | | | 0012 203-02070 900.000 m3 | 19.00000 17100.00| 11.28000 10152.00| 19.00000 17100.00 BORROW | | | 0013 203-91878 800.000 m | 10.00000 8000.00| 22.06000 17648.00| 60.00000 48000.00 LINEAR DITCH GRADING | | | 0014 205-02224 710.000 m | 5.10000 3621.00| 7.50000 5325.00| 5.25000 3727.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,799,730.31 ROUTE : 65 CALL ORDER : 181 CONTRACT ID : R -25744-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02229 131.500 m | 10.00000 1315.00| 11.25000 1479.38| 10.50000 1380.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 16.000 EACH| 70.00000 1120.00| 75.00000 1200.00| 73.50000 1176.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02236 9.000 EACH| 60.00000 540.00| 50.00000 450.00| 62.50000 562.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 211-02060 130.800 m3 | 32.00000 4185.60| 15.71000 2054.87| 16.50000 2158.20 B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 2410.000 Mg | 16.00000 38560.00| 19.35000 46633.50| 21.00000 50610.00 COMPACTED AGGREGATE, O, 73 | | | 0020 303-52308 1630.000 Mg | 16.50000 26895.00| 18.50000 30155.00| 21.00000 34230.00 COMPACTED AGGREGATE, O, 53 | | | 0021 303-98541 50.000 Mg | 30.00000 1500.00| 50.00000 2500.00| 35.00000 1750.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0022 305-05204 200.000 Mg | 78.00000 15600.00| 100.00000 20000.00| 100.00000 20000.00 HMA FOR PATCHING | | | 0023 401-05437 1480.000 Mg | 32.00000 47360.00| 34.00000 50320.00| 38.00000 56240.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 17260.000 Mg | 30.00000 517800.00| 30.00000 517800.00| 31.00000 535060.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 10440.000 Mg | 33.00000 344520.00| 40.00000 417600.00| 34.75000 362790.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-06264 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0027 402-05495 270.000 Mg | 35.00000 9450.00| 61.00000 16470.00| 60.00000 16200.00 HMA WEDGE AND LEVEL | | | 0028 405-05517 39.000 Mg | 300.00000 11700.00| 325.00000 12675.00| 300.00000 11700.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 62.600 Mg | 210.00000 13146.00| 195.00000 12207.00| 185.00000 11581.00 ASPHALT FOR TACK COAT | | | 0030 601-01846 3.000 EACH| 1590.00000 4770.00| 1590.00000 4770.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06035 282.000 m | 31.00000 8742.00| 31.00000 8742.00| 32.50000 9165.00 GUARDRAIL, RESET | | | 0032 601-94689 15.000 EACH| 1940.00000 29100.00| 2415.07000 36226.05| 2500.00000 37500.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 211.500 m | 31.80000 6725.70| 31.80000 6725.70| 32.00000 6768.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,799,730.31 ROUTE : 65 CALL ORDER : 181 CONTRACT ID : R -25744-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-91531 10.000 m2 | 55.00000 550.00| 35.00000 350.00| 180.00000 1800.00 SIDEWALK, CONCRETE, 100 mm | | | 0035 610-05527 1373.000 Mg | 38.00000 52174.00| 62.00000 85126.00| 65.00000 89245.00 HMA FOR APPROACHES | | | 0036 616-02305 400.000 m3 | 115.00000 46000.00| 135.00000 54000.00| 220.00000 88000.00 GABIONS | | | 0037 616-02320 1410.000 m2 | 2.00000 2820.00| 2.35000 3313.50| 1.00000 1410.00 GEOTEXTILES | | | 0038 616-06405 740.000 Mg | 23.00000 17020.00| 21.80000 16132.00| 42.00000 31080.00 RIPRAP, REVETMENT | | | 0039 616-06420 55.000 m2 | 51.00000 2805.00| 42.25000 2323.75| 130.00000 7150.00 RIPRAP, GROUTED, 150 mm | | | 0040 621-01004 4.000 EACH| 660.00000 2640.00| 200.00000 800.00| 670.00000 2680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.900 Mg | 560.00000 504.00| 350.00000 315.00| 570.00000 513.00 FERTILIZER | | | 0042 621-06553 179.000 kg | 8.45000 1512.55| 3.00000 537.00| 8.50000 1521.50 SEED MIXTURE, R | | | 0043 621-06565 4.250 Mg | 450.00000 1912.50| 225.00000 956.25| 460.00000 1955.00 MULCHING MATERIAL | | | 0044 621-06567 30.000 kL | 0.50000 15.00| 25.00000 750.00| 0.50000 15.00 WATER | | | 0045 621-06574 270.000 m2 | 4.30000 1161.00| 3.75000 1012.50| 4.35000 1174.50 SODDING | | | 0046 621-06575 50.000 m2 | 4.30000 215.00| 3.75000 187.50| 4.35000 217.50 SODDING, NURSERY | | | 0047 702-90915 1.950 m3 | 320.00000 624.00| 425.00000 828.75| 3800.00000 7410.00 CONCRETE, A | | | 0048 706-91957 34.000 m | 30.00000 1020.00| 30.00000 1020.00| 31.00000 1054.00 BRIDGE RAILING, THRIE BEAM | | | 0049 714-93638 2.660 m | 2400.00000 6384.00| 3380.70000 8992.66| 9000.00000 23940.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm | | | 0050 714-93641 1.440 m | 2425.00000 3492.00| 5251.00000 7561.44| 20000.00000 28800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0051 715-01662 25.000 m | 60.00000 1500.00| 97.15000 2428.75| 85.00000 2125.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0052 715-05019 27.200 m | 185.00000 5032.00| 184.50000 5018.40| 380.00000 10336.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,799,730.31 ROUTE : 65 CALL ORDER : 181 CONTRACT ID : R -25744-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05119 48.400 m | 110.00000 5324.00| 231.00000 11180.40| 365.00000 17666.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-05121 26.000 m | 115.00000 2990.00| 142.55000 3706.30| 350.00000 9100.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0055 715-05169 8.000 m | 110.00000 880.00| 100.25000 802.00| 135.00000 1080.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05173 20.000 m | 120.00000 2400.00| 134.00000 2680.00| 200.00000 4000.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-05177 15.000 m | 185.00000 2775.00| 193.00000 2895.00| 300.00000 4500.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0058 715-05596 7.400 m | 140.00000 1036.00| 195.00000 1443.00| 500.00000 3700.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0059 715-46005 3.000 EACH| 270.00000 810.00| 180.00000 540.00| 690.00000 2070.00 PIPE END SECTION, 375 mm | | | 0060 715-46010 8.000 EACH| 320.00000 2560.00| 409.00000 3272.00| 590.00000 4720.00 PIPE END SECTION, 450 mm | | | 0061 715-46020 4.000 EACH| 395.00000 1580.00| 482.00000 1928.00| 690.00000 2760.00 PIPE END SECTION, 600 mm | | | 0062 715-46040 6.000 EACH| 650.00000 3900.00| 1066.25000 6397.50| 785.00000 4710.00 PIPE END SECTION, 900 mm | | | 0063 720-45005 3.000 EACH| 1300.00000 3900.00| 2240.00000 6720.00| 1800.00000 5400.00 INLET, A2 | | | 0064 720-45030 1.000 EACH| 1320.00000 1320.00| 1652.75000 1652.75| 1800.00000 1800.00 INLET, E7 | | | 0065 720-45055 3.000 EACH| 1600.00000 4800.00| 2175.00000 6525.00| 1950.00000 5850.00 INLET, M10 | | | 0066 720-45080 2.000 EACH| 1900.00000 3800.00| 2400.00000 4800.00| 2400.00000 4800.00 INLET, S14 | | | 0067 801-06203 1350.000 m | 1.75000 2362.50| 1.78000 2403.00| 3.50000 4725.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06207 2390.000 m | 3.50000 8365.00| 3.16000 7552.40| 3.50000 8365.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0069 801-06605 8.000 EACH| 50.00000 400.00| 40.00000 320.00| 40.00000 320.00 BARRICADE, IIIA | | | 0070 801-06625 32.000 EACH| 60.00000 1920.00| 56.00000 1792.00| 56.00000 1792.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 95.000 EACH| 100.00000 9500.00| 93.00000 8835.00| 95.00000 9025.00 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 23577.45000 23577.45| 33000.00000 33000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,799,730.31 ROUTE : 65 CALL ORDER : 181 CONTRACT ID : R -25744-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 |(3) 35-0626844 |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06705 100.000 m | 3.25000 325.00| 3.25000 325.00| 3.25000 325.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0074 808-06712 740.000 m | 0.15000 111.00| 0.15000 111.00| 0.16000 118.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0075 808-06713 27785.000 m | 0.15000 4167.75| 0.15000 4167.75| 0.16000 4445.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 24520.000 m | 0.15000 3678.00| 0.15000 3678.00| 0.16000 3923.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-75297 30.000 m | 15.50000 465.00| 15.50000 465.00| 15.50000 465.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0078 808-75300 43.000 m | 2.50000 107.50| 2.50000 107.50| 2.50000 107.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0079 808-75340 2.000 EACH| 265.00000 530.00| 265.00000 530.00| 265.00000 530.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0080 808-75996 1171.000 EACH| 5.00000 5855.00| 3.10000 3630.10| 3.25000 3805.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 1171.000 EACH| 20.40000 23888.40| 20.40000 23888.40| 20.50000 24005.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 801-04308 1.000 EACH| 210.00000 210.00| 200.00000 200.00| 200.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0083 202-93615 8.230 m2 | 375.00000 3086.25| 1000.00000 8230.00| 305.00000 2510.15 CONCRETE, REMOVE | | | 0084 202-02271 3.000 EACH| 300.00000 900.00| 1306.75000 3920.25| 4000.00000 12000.00 HEADWALL, REMOVE | | | SECTION TOTALS | $ 1,513,700.00| $ 1,782,764.75| $ 1,892,686.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,513,700.00| $ 1,782,764.75| $ 1,892,686.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0642077 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 479,114.10 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 509,900.00 106.4255% 3 35-0248940 CORYDON STONE & ASPHALT $ 539,466.10 112.5965% 4 35-0958970 LUTGRING BROTHERS, INC. $ 568,607.60 118.6789% 5 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 642,849.17 134.1745% 6 35-1875662 CRIDER & CRIDER, INC. $ 739,195.15 154.2837% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 812,126.95 169.5059% 8 35-1910216 BARKS & FERREE CONSTRUCTION $ 939,040.09 195.9950% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-2040801 |(3) 35-0248940 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 8.000 MOS | 1100.00000 8800.00| 1000.00000 8000.00| 900.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 4400.00000 4400.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 24000.00000 24000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 5500.00000 5500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 18.000 m | 3.00000 54.00| 15.00000 270.00| 5.00000 90.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-91385 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 200.00000 200.00 INLET, REMOVE | | | 0007 202-96133 50.000 m | 10.00000 500.00| 20.00000 1000.00| 5.00000 250.00 PIPE, REMOVE | | | 0008 202-99187 114.000 m | 11.00000 1254.00| 4.70000 535.80| 7.00000 798.00 FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 29884.000 m3 | 3.08000 92042.72| 3.90000 116547.60| 4.85000 144937.40 EXCAVATION, COMMON | | | 0010 203-02010 411.000 m3 | 15.00000 6165.00| 10.00000 4110.00| 25.00000 10275.00 EXCAVATION, ROCK | | | 0011 203-93444 32033.000 Mg | 8.36000 267795.88| 8.50000 272280.50| 7.90000 253060.70 BACKFILL, ROCK | | | 0012 205-06933 4.000 EACH| 75.00000 300.00| 90.00000 360.00| 100.00000 400.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-2040801 |(3) 35-0248940 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 300.000 m | 6.88000 2064.00| 5.46000 1638.00| 12.50000 3750.00 TEMPORARY SILT FENCE | | | 0014 211-02060 30.000 m3 | 35.00000 1050.00| 40.00000 1200.00| 45.00000 1350.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 203.000 Mg | 16.00000 3248.00| 12.75000 2588.25| 16.50000 3349.50 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05481 274.000 Mg | 38.00000 10412.00| 40.00000 10960.00| 35.00000 9590.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05487 95.000 Mg | 45.00000 4275.00| 40.00000 3800.00| 45.00000 4275.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0018 402-05490 43.000 Mg | 68.00000 2924.00| 44.00000 1892.00| 68.00000 2924.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0019 405-05518 570.000 m2 | 1.50000 855.00| 1.00000 570.00| 1.20000 684.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1710.000 m2 | 0.25000 427.50| 0.05000 85.50| 0.25000 427.50 ASPHALT FOR TACK COAT | | | 0021 603-06040 130.000 m | 23.00000 2990.00| 38.20000 4966.00| 40.00000 5200.00 FENCE, FARM FIELD, 1190 mm | | | 0022 616-02320 4015.000 m2 | 1.95000 7829.25| 2.25000 9033.75| 2.00000 8030.00 GEOTEXTILES | | | 0023 621-01004 1.000 EACH| 615.00000 615.00| 615.00000 615.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 370.000 m2 | 3.45000 1276.50| 3.45000 1276.50| 3.50000 1295.00 MULCHED SEEDING, R | | | 0025 715-04687 25.000 m | 185.00000 4625.00| 250.00000 6250.00| 300.00000 7500.00 PIPE, POLYETHYLENE LINER, 350 mm | | | 0026 715-05048 140.000 m | 15.00000 2100.00| 18.00000 2520.00| 12.00000 1680.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0027 715-05053 30.000 m | 15.00000 450.00| 38.00000 1140.00| 25.00000 750.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0028 715-05148 26.500 m | 62.50000 1656.25| 39.00000 1033.50| 50.00000 1325.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0029 715-05151 165.000 m | 70.00000 11550.00| 70.00000 11550.00| 50.00000 8250.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0030 715-46005 1.000 EACH| 200.00000 200.00| 270.00000 270.00| 230.00000 230.00 PIPE END SECTION, 375 mm | | | 0031 715-90325 1.000 EACH| 195.00000 195.00| 270.00000 270.00| 215.00000 215.00 PIPE END SECTION, 250 mm | | | 0032 718-06528 1.000 EACH| 325.00000 325.00| 1100.00000 1100.00| 400.00000 400.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-2040801 |(3) 35-0248940 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 718-52610 19.000 m3 | 30.00000 570.00| 64.00000 1216.00| 50.00000 950.00 AGGREGATE FOR UNDERDRAINS | | | 0034 720-45030 1.000 EACH| 900.00000 900.00| 1200.00000 1200.00| 1500.00000 1500.00 INLET, E7 | | | 0035 720-45035 2.000 EACH| 950.00000 1900.00| 1200.00000 2400.00| 1500.00000 3000.00 INLET, F7 | | | 0036 720-45105 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 2500.00000 2500.00 INLET, A2, MODIFIED | | | 0037 801-06640 8.000 EACH| 100.00000 800.00| 75.00000 600.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 10500.00000 10500.00| 2920.10000 2920.10| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0039 804-06771 2.000 EACH| 50.00000 100.00| 32.00000 64.00| 35.00000 70.00 DELINEATOR POST, FLEXIBLE | | | 0040 808-06713 190.000 m | 3.50000 665.00| 1.25000 237.50| 4.00000 760.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 479,114.10| $ 509,900.00| $ 539,466.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 479,114.10| $ 509,900.00| $ 539,466.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0958970 |(5) 35-2032723 |(6) 35-1875662 |LUTGRING BROTHERS, INC. |L M S ENVIRONMENTAL CONTRACT|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 8.000 MOS | 750.00000 6000.00| 1711.07000 13688.56| 1395.00000 11160.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3775.00000 3775.00| 11812.48000 11812.48| 7600.00000 7600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 14489.46000 14489.46| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 5262.48000 5262.48| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 18.000 m | 19.00000 342.00| 24.43000 439.74| 15.55000 279.90 PAVED SIDE DITCH, REMOVE | | | 0006 202-91385 1.000 EACH| 510.00000 510.00| 162.45000 162.45| 187.00000 187.00 INLET, REMOVE | | | 0007 202-96133 50.000 m | 10.30000 515.00| 18.99000 949.50| 15.90000 795.00 PIPE, REMOVE | | | 0008 202-99187 114.000 m | 5.90000 672.60| 7.24000 825.36| 12.10000 1379.40 FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 29884.000 m3 | 3.80000 113559.20| 6.00000 179304.00| 11.00000 328724.00 EXCAVATION, COMMON | | | 0010 203-02010 411.000 m3 | 35.00000 14385.00| 16.88000 6937.68| 78.00000 32058.00 EXCAVATION, ROCK | | | 0011 203-93444 32033.000 Mg | 9.75000 312321.75| 10.17000 325775.61| 6.60000 211417.80 BACKFILL, ROCK | | | 0012 205-06933 4.000 EACH| 80.00000 320.00| 113.37000 453.48| 99.00000 396.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 300.000 m | 6.90000 2070.00| 2.82000 846.00| 6.00000 1800.00 TEMPORARY SILT FENCE | | | 0014 211-02060 30.000 m3 | 29.50000 885.00| 31.26000 937.80| 45.00000 1350.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 203.000 Mg | 18.35000 3725.05| 12.59000 2555.77| 16.40000 3329.20 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05481 274.000 Mg | 45.00000 12330.00| 45.87000 12568.38| 41.80000 11453.20 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05487 95.000 Mg | 50.00000 4750.00| 54.32000 5160.40| 49.50000 4702.50 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0018 402-05490 43.000 Mg | 78.00000 3354.00| 82.08000 3529.44| 74.80000 3216.40 HMA SURFACE 9.5 mm, SHOULDER | | | 0019 405-05518 570.000 m2 | 1.70000 969.00| 1.81000 1031.70| 1.65000 940.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1710.000 m2 | 0.30000 513.00| 0.30000 513.00| 0.28000 478.80 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0958970 |(5) 35-2032723 |(6) 35-1875662 |LUTGRING BROTHERS, INC. |L M S ENVIRONMENTAL CONTRACT|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 603-06040 130.000 m | 23.00000 2990.00| 27.76000 3608.80| 25.30000 3289.00 FENCE, FARM FIELD, 1190 mm | | | 0022 616-02320 4015.000 m2 | 2.00000 8030.00| 3.26000 13088.90| 2.20000 8833.00 GEOTEXTILES | | | 0023 621-01004 1.000 EACH| 615.00000 615.00| 742.37000 742.37| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 370.000 m2 | 3.50000 1295.00| 4.16000 1539.20| 3.80000 1406.00 MULCHED SEEDING, R | | | 0025 715-04687 25.000 m | 200.00000 5000.00| 214.77000 5369.25| 197.00000 4925.00 PIPE, POLYETHYLENE LINER, 350 mm | | | 0026 715-05048 140.000 m | 28.00000 3920.00| 16.74000 2343.60| 2.80000 392.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0027 715-05053 30.000 m | 30.00000 900.00| 14.89000 446.70| 13.45000 403.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0028 715-05148 26.500 m | 40.00000 1060.00| 31.81000 842.97| 40.30000 1067.95 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0029 715-05151 165.000 m | 53.50000 8827.50| 49.56000 8177.40| 70.40000 11616.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0030 715-46005 1.000 EACH| 215.00000 215.00| 208.36000 208.36| 270.00000 270.00 PIPE END SECTION, 375 mm | | | 0031 715-90325 1.000 EACH| 195.00000 195.00| 171.66000 171.66| 215.00000 215.00 PIPE END SECTION, 250 mm | | | 0032 718-06528 1.000 EACH| 220.00000 220.00| 324.58000 324.58| 705.00000 705.00 OUTLET PROTECTOR, 1 | | | 0033 718-52610 19.000 m3 | 26.50000 503.50| 92.14000 1750.66| 54.00000 1026.00 AGGREGATE FOR UNDERDRAINS | | | 0034 720-45030 1.000 EACH| 1075.00000 1075.00| 810.30000 810.30| 1200.00000 1200.00 INLET, E7 | | | 0035 720-45035 2.000 EACH| 1075.00000 2150.00| 769.33000 1538.66| 1200.00000 2400.00 INLET, F7 | | | 0036 720-45105 1.000 EACH| 1750.00000 1750.00| 2269.76000 2269.76| 1640.00000 1640.00 INLET, A2, MODIFIED | | | 0037 801-06640 8.000 EACH| 100.00000 800.00| 120.71000 965.68| 82.50000 660.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 11300.00000 11300.00| 10508.65000 10508.65| 25500.00000 25500.00 MAINTAINING TRAFFIC | | | 0039 804-06771 2.000 EACH| 50.00000 100.00| 48.29000 96.58| 38.50000 77.00 DELINEATOR POST, FLEXIBLE | | | 0040 808-06713 190.000 m | 3.50000 665.00| 4.22000 801.80| 3.30000 627.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0958970 |(5) 35-2032723 |(6) 35-1875662 |LUTGRING BROTHERS, INC. |L M S ENVIRONMENTAL CONTRACT|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 568,607.60| $ 642,849.17| $ 739,195.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 568,607.60| $ 642,849.17| $ 739,195.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1910216 | |AMERICAN CONTRACTING & SERVI|BARKS & FERREE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 8.000 MOS | 1125.00000 9000.00| 867.75000 6942.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6900.00000 6900.00| 4152.50000 4152.50| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40600.00000 40600.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02272 18.000 m | 38.00000 684.00| 22.00000 396.00| PAVED SIDE DITCH, REMOVE | | | 0006 202-91385 1.000 EACH| 120.00000 120.00| 575.00000 575.00| INLET, REMOVE | | | 0007 202-96133 50.000 m | 22.00000 1100.00| 27.00000 1350.00| PIPE, REMOVE | | | 0008 202-99187 114.000 m | 10.00000 1140.00| 5.00000 570.00| FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 29884.000 m3 | 8.00000 239072.00| 11.76000 351435.84| EXCAVATION, COMMON | | | 0010 203-02010 411.000 m3 | 25.00000 10275.00| 31.35000 12884.85| EXCAVATION, ROCK | | | 0011 203-93444 32033.000 Mg | 12.15000 389200.95| 12.50000 400412.50| BACKFILL, ROCK | | | 0012 205-06933 4.000 EACH| 76.00000 304.00| 400.00000 1600.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 300.000 m | 5.15000 1545.00| 2.80000 840.00| TEMPORARY SILT FENCE | | | 0014 211-02060 30.000 m3 | 39.00000 1170.00| 30.00000 900.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 203.000 Mg | 18.00000 3654.00| 35.00000 7105.00| COMPACTED AGGREGATE, O, 53 | | | 0016 402-05481 274.000 Mg | 38.25000 10480.50| 41.00000 11234.00| HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05487 95.000 Mg | 45.50000 4322.50| 49.00000 4655.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0018 402-05490 43.000 Mg | 68.50000 2945.50| 74.80000 3216.40| HMA SURFACE 9.5 mm, SHOULDER | | | 0019 405-05518 570.000 m2 | 1.50000 855.00| 2.00000 1140.00| ASPHALT FOR PRIME COAT | | | 0020 406-05521 1710.000 m2 | 0.25000 427.50| 0.50000 855.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1910216 | |AMERICAN CONTRACTING & SERVI|BARKS & FERREE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 603-06040 130.000 m | 39.00000 5070.00| 38.20000 4966.00| FENCE, FARM FIELD, 1190 mm | | | 0022 616-02320 4015.000 m2 | 2.00000 8030.00| 2.70000 10840.50| GEOTEXTILES | | | 0023 621-01004 1.000 EACH| 620.00000 620.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 370.000 m2 | 3.50000 1295.00| 3.45000 1276.50| MULCHED SEEDING, R | | | 0025 715-04687 25.000 m | 1000.00000 25000.00| 946.00000 23650.00| PIPE, POLYETHYLENE LINER, 350 mm | | | 0026 715-05048 140.000 m | 32.00000 4480.00| 46.00000 6440.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0027 715-05053 30.000 m | 35.00000 1050.00| 46.00000 1380.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0028 715-05148 26.500 m | 58.00000 1537.00| 52.83000 1400.00| PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0029 715-05151 165.000 m | 58.00000 9570.00| 46.00000 7590.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0030 715-46005 1.000 EACH| 250.00000 250.00| 900.00000 900.00| PIPE END SECTION, 375 mm | | | 0031 715-90325 1.000 EACH| 250.00000 250.00| 900.00000 900.00| PIPE END SECTION, 250 mm | | | 0032 718-06528 1.000 EACH| 450.00000 450.00| 900.00000 900.00| OUTLET PROTECTOR, 1 | | | 0033 718-52610 19.000 m3 | 38.00000 722.00| 65.00000 1235.00| AGGREGATE FOR UNDERDRAINS | | | 0034 720-45030 1.000 EACH| 800.00000 800.00| 636.00000 636.00| INLET, E7 | | | 0035 720-45035 2.000 EACH| 800.00000 1600.00| 636.00000 1272.00| INLET, F7 | | | 0036 720-45105 1.000 EACH| 1000.00000 1000.00| 1475.00000 1475.00| INLET, A2, MODIFIED | | | 0037 801-06640 8.000 EACH| 105.00000 840.00| 100.00000 800.00| CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 13000.00000 13000.00| 6350.00000 6350.00| MAINTAINING TRAFFIC | | | 0039 804-06771 2.000 EACH| 51.00000 102.00| 50.00000 100.00| DELINEATOR POST, FLEXIBLE | | | 0040 808-06713 190.000 m | 3.50000 665.00| 3.50000 665.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 191 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 997,633.49 ROUTE : I-64 CALL ORDER : 191 CONTRACT ID : R -25751-A COUNTIES : CRAWFORD LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1910216 | |AMERICAN CONTRACTING & SERVI|BARKS & FERREE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 812,126.95| $ 939,040.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 812,126.95| $ 939,040.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4089013 4089013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 684,479.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 8.000 MOS | 1450.00000 11600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12950.00000 12950.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34500.00000 34500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01405 100.000 m3 | 59.00000 5900.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0005 202-02240 660.000 m2 | 15.95000 10527.00| | PAVEMENT, REMOVE | | | 0006 202-02278 875.000 m | 3.40000 2975.00| | CURB, CONCRETE, REMOVE | | | 0007 202-05571 5.000 EACH| 197.00000 985.00| | TESTING FOR WASTES , C | | | 0008 202-52710 351.000 m2 | 8.50000 2983.50| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 6105.000 m2 | 3.15000 19230.75| | SURFACE MILLING, ASPHALT | | | 0010 202-74080 1.000 EACH| 265.00000 265.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 203-02000 476.000 m3 | 32.00000 15232.00| | EXCAVATION, COMMON | | | 0012 205-06937 91.000 m | 8.00000 728.00| | TEMPORARY SILT FENCE | | | 0013 207-02045 390.000 m3 | 8.00000 3120.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 1015.000 m3 | 21.80000 22127.00| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 81.000 Mg | 18.00000 1458.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 819.000 Mg | 63.00000 51597.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1040.000 Mg | 62.00000 64480.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 473.000 Mg | 93.00000 43989.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 211.000 Mg | 113.00000 23843.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 401-05463 71.000 Mg | 85.00000 6035.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0021 401-05464 44.000 Mg | 150.00000 6600.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0022 402-05495 423.000 Mg | 59.00000 24957.00| | HMA WEDGE AND LEVEL | | | 0023 405-05518 151.000 m2 | 2.25000 339.75| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 3.700 Mg | 350.00000 1295.00| | ASPHALT FOR TACK COAT | | | 0025 604-06069 121.000 m2 | 85.00000 10285.00| | CURB RAMP, CONCRETE | | | 0026 604-06070 155.000 m2 | 47.00000 7285.00| | SIDEWALK, CONCRETE | | | 0027 605-06120 123.000 m | 73.00000 8979.00| | CURB, CONCRETE | | | 0028 605-06140 513.000 m | 44.00000 22572.00| | CURB AND GUTTER, CONCRETE | | | 0029 611-06497 6.000 EACH| 200.00000 1200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 611-95728 263.000 m2 | 75.00000 19725.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0031 615-06500 3.000 EACH| 600.00000 1800.00| | MONUMENT, A | | | 0032 621-06574 1150.000 m2 | 4.50000 5175.00| | SODDING | | | 0033 715-05048 473.000 m | 9.00000 4257.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0034 715-05149 93.100 m | 245.00000 22809.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05151 102.000 m | 178.00000 18156.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-05152 136.800 m | 150.00000 20520.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0037 715-05154 110.000 m | 182.00000 20020.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0038 718-06526 76.800 Mg | 84.00000 6451.20| | HMA FOR UNDERDRAINS | | | 0039 718-52610 107.000 m3 | 36.00000 3852.00| | AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 1138.000 m2 | 1.70000 1934.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-44000 1.000 EACH| 325.00000 325.00| | CASTING, ADJUST TO GRADE | | | 0042 720-45045 2.000 EACH| 1300.00000 2600.00| | INLET, J10 | | | 0043 720-45055 3.000 EACH| 1300.00000 3900.00| | INLET, M10 | | | 0044 720-45145 2.000 EACH| 1300.00000 2600.00| | INLET, J10, MODIFIED | | | 0045 720-45155 2.000 EACH| 1300.00000 2600.00| | INLET, M10, MODIFIED | | | 0046 720-45410 3.000 EACH| 2100.00000 6300.00| | MANHOLE, C4 | | | 0047 801-01093 2.000 EACH| 890.00000 1780.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-06207 4290.000 m | 3.25000 13942.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06211 2.000 EACH| 125.00000 250.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0050 801-06212 2.000 EACH| 135.00000 270.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0051 801-06577 76.000 m | 19.00000 1444.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0052 801-06606 4.000 EACH| 95.00000 380.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 16.000 EACH| 73.00000 1168.00| | CONSTRUCTION SIGN, A | | | 0054 801-06645 3.000 EACH| 31.00000 93.00| | CONSTRUCTION SIGN, B | | | 0055 801-06710 360.000 DAY | 14.75000 5310.00| | FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 10373.28000 10373.28| | MAINTAINING TRAFFIC | | | 0057 802-02489 70.700 m | 37.00000 2615.90| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , TYPE 1 | | | 0058 802-76025 11.535 m2 | 168.00000 1937.88| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76045 2.640 m2 | 210.00000 554.40| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0060 802-96915 LUMP| 53.00000 53.00| | SIGN, RELOCATE | | | 0061 805-01815 4.000 EACH| 2150.00000 8600.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0062 805-01842 3.000 EACH| 700.00000 2100.00| | HANDHOLE, SIGNAL | | | 0063 805-02087 LUMP| 262.00000 262.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0064 805-02503 1416.000 m | 1.00000 1416.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-02595 1.000 EACH| 525.00000 525.00| | CONTROLLER, RESET TIMING | | | 0066 805-06592 179.000 m | 30.00000 5370.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0067 805-78106 1.000 EACH| 8600.00000 8600.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 405.00000 3240.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0069 805-78415 4.000 EACH| 1055.00000 4220.00| | SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH| 210.00000 840.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78445 1.000 EACH| 390.00000 390.00| | SIGNAL SERVICE | | | 0072 805-78467 19.200 m | 4.95000 95.04| | SIGNAL CABLE, 3C 8GA. | | | 0073 805-78485 80.000 m | 3.70000 296.00| | SIGNAL CABLE, 5C 14GA. | | | 0074 805-78490 430.000 m | 3.80000 1634.00| | SIGNAL CABLE, 7C 14GA. | | | 0075 805-78510 514.000 m | 2.60000 1336.40| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0076 805-78785 10.000 EACH| 630.00000 6300.00| | SIGNAL DETECTOR HOUSING | | | 0077 805-78795 464.000 m | 21.00000 9744.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 805-78925 1.000 EACH| 910.00000 910.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0079 805-81032 4.000 EACH| 2810.00000 11240.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0080 805-92504 10.000 EACH| 205.00000 2050.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0081 808-06701 180.000 m | 1.10000 198.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0082 808-06703 146.000 m | 1.10000 160.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-06713 110.000 m | 1.35000 148.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06716 160.000 m | 2.00000 320.00| | LINE, REMOVE | | | 0085 808-75245 477.000 m | 1.10000 524.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75278 70.000 m | 4.60000 322.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0087 808-75297 47.000 m | 10.50000 493.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0088 808-75300 64.000 m | 170.00000 10880.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 195 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,581.84 ROUTE : US 40 CALL ORDER : 195 CONTRACT ID : R -25761-B COUNTIES : WAYNE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75320 4.000 EACH| 49.00000 196.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0090 808-75325 4.000 EACH| 65.00000 260.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0091 808-92027 260.000 m | 2.20000 572.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 684,479.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 684,479.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 203 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,942,170.14 ROUTE : LOC CALL ORDER : 203 CONTRACT ID : R -25871-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/05/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1994300 SHOOK LLC IRREGULAR BID $ 12,967,000.12 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 13,149,000.00 101.4035% 3 31-1684921 SMOOT CONSTRUCTION LLC $ 13,387,000.00 103.2389% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 13,679,537.56 105.4950% 5 36-2231526 WALSH CONSTR CO OF ILL $ 15,925,850.00 122.8183% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 13 CALL ORDER : 211 CONTRACT ID : R -25920-A COUNTIES : GRANT WABASH LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 5,025,568.52 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0813009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 462,939.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 491,242.42 106.1137% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 512,695.10 110.7478% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 554,988.82 119.8837% 5 35-1523985 WIRTZ & YATES, INC. $ 559,243.10 120.8026% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 564,407.86 121.9183% 7 35-1212938 ATLAS EXCAVATING, INC. $ 566,427.18 122.3545% 8 35-1057871 SMOCK FANSLER CORPORATION $ 647,689.07 139.9080% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 35-1381845 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 725.00000 5075.00| 1900.00000 13300.00| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10420.00000 10420.00| 10230.00000 10230.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9500.00000 9500.00| 24200.00000 24200.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6300.00000 6300.00| 9800.00000 9800.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 92.000 m2 | 16.40000 1508.80| 21.00000 1932.00| 20.00000 1840.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 8234.00000 8234.00| 9600.00000 9600.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2485.000 m2 | 2.10000 5218.50| 3.50000 8697.50| 1.50000 3727.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 960.000 m3 | 13.60000 13056.00| 19.00000 18240.00| 15.00000 14400.00 EXCAVATION, COMMON | | | 0009 203-02045 857.000 m3 | 24.30000 20825.10| 8.00000 6856.00| 10.00000 8570.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 63.15000 126.30| 60.00000 120.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 88.000 Mg | 7.15000 629.20| 21.00000 1848.00| 20.00000 1760.00 TEMPORARY SEDIMENT TRAP | | | 0012 211-02060 145.000 m3 | 27.25000 3951.25| 33.00000 4785.00| 22.00000 3190.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 35-1381845 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 87.000 m3 | 78.80000 6855.60| 69.00000 6003.00| 100.00000 8700.00 FLOWABLE MORTAR | | | 0014 303-52308 2175.000 Mg | 15.40000 33495.00| 16.50000 35887.50| 16.00000 34800.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 320.000 Mg | 44.20000 14144.00| 42.00000 13440.00| 52.45000 16784.00 WIDENING WITH HMA | | | 0016 402-05468 55.000 Mg | 44.20000 2431.00| 42.00000 2310.00| 88.30000 4856.50 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 827.000 Mg | 42.10000 34816.70| 40.00000 33080.00| 46.80000 38703.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 199.000 Mg | 52.65000 10477.35| 50.00000 9950.00| 59.20000 11780.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05487 248.000 Mg | 46.30000 11482.40| 44.00000 10912.00| 56.00000 13888.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 113.000 Mg | 57.90000 6542.70| 55.00000 6215.00| 64.00000 7232.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05518 1633.000 m2 | 0.50000 816.50| 0.50000 816.50| 1.10000 1796.30 ASPHALT FOR PRIME COAT | | | 0022 406-05521 5126.000 m2 | 0.20000 1025.20| 0.20000 1025.20| 0.27000 1384.02 ASPHALT FOR TACK COAT | | | 0023 601-02206 99.060 m | 50.50000 5002.53| 48.00000 4754.88| 30.50000 3021.33 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-06854 2.000 EACH| 1685.00000 3370.00| 1600.00000 3200.00| 1760.00000 3520.00 GUARDRAIL, W-BEAM, NESTED | | | 0025 601-94689 4.000 EACH| 1980.00000 7920.00| 1880.00000 7520.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 1290.00000 5160.00| 1225.00000 4900.00| 1865.00000 7460.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 201.930 m | 32.60000 6582.92| 31.00000 6259.83| 31.70000 6401.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 470.000 Mg | 63.15000 29680.50| 60.00000 28200.00| 63.00000 29610.00 HMA FOR APPROACHES | | | 0029 611-06498 1.000 EACH| 115.00000 115.00| 110.00000 110.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 17.000 EACH| 108.00000 1836.00| 103.00000 1751.00| 115.00000 1955.00 RIGHT OF WAY MARKER | | | 0031 615-06505 5.000 EACH| 536.85000 2684.25| 510.00000 2550.00| 475.00000 2375.00 MONUMENT, B | | | 0032 616-02320 475.000 m2 | 3.75000 1781.25| 2.50000 1187.50| 3.00000 1425.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 35-1381845 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-05688 60.000 Mg | 34.20000 2052.00| 34.00000 2040.00| 35.00000 2100.00 RIPRAP, CLASS 1 | | | 0034 616-06405 290.000 Mg | 21.40000 6206.00| 25.00000 7250.00| 20.00000 5800.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 684.00000 1368.00| 400.00000 800.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 5305.000 m2 | 0.35000 1856.75| 0.27000 1432.35| 0.35000 1856.75 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 2.000 kg | 52.10000 104.20| 75.00000 150.00| 55.00000 110.00 SEED MIXTURE, CV | | | 0038 621-06559 4820.000 m2 | 0.45000 2169.00| 0.30000 1446.00| 0.46000 2217.20 MULCHED SEEDING, R | | | 0039 621-06567 9.000 kL | 0.60000 5.40| 11.00000 99.00| 0.60000 5.40 WATER | | | 0040 621-06575 485.000 m2 | 6.00000 2910.00| 3.48000 1687.80| 6.30000 3055.50 SODDING, NURSERY | | | 0041 702-51863 72.000 EACH| 10.50000 756.00| 13.00000 936.00| 20.00000 1440.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-93722 14.200 m3 | 710.50000 10089.10| 925.00000 13135.00| 1000.00000 14200.00 CONCRETE, C | | | 0043 702-94656 22.200 m3 | 605.25000 13436.55| 535.00000 11877.00| 660.00000 14652.00 CONCRETE, B | | | 0044 703-51030 2668.000 kg | 3.40000 9071.20| 1.20000 3201.60| 1.50000 4002.00 REINFORCING STEEL | | | 0045 713-51335 LUMP| 45120.00000 45120.00| 66900.00000 66900.00| 65000.00000 65000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0046 714-06277 17.200 m | 3892.00000 66942.40| 3900.00000 67080.00| 3300.00000 56760.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0047 715-05048 20.000 m | 23.00000 460.00| 48.00000 960.00| 30.00000 600.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05151 85.000 m | 96.60000 8211.00| 60.00000 5100.00| 60.00000 5100.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-46005 1.000 EACH| 195.00000 195.00| 260.00000 260.00| 250.00000 250.00 PIPE END SECTION, 375 mm | | | 0050 719-35020 15.000 m | 41.45000 621.75| 67.00000 1005.00| 30.00000 450.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 719-35025 15.000 m | 42.75000 641.25| 70.00000 1050.00| 40.00000 600.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-0918397 |(3) 35-1381845 |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 720-45265 1.000 EACH| 710.00000 710.00| 1100.00000 1100.00| 500.00000 500.00 PIPE CATCH BASIN, 375 mm | | | 0053 720-45275 1.000 EACH| 870.00000 870.00| 1200.00000 1200.00| 700.00000 700.00 PIPE CATCH BASIN, 600 mm | | | 0054 801-04308 2.000 EACH| 221.00000 442.00| 210.00000 420.00| 240.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 74.00000 592.00| 70.00000 560.00| 80.00000 640.00 BARRICADE, IIIA | | | 0056 801-06640 18.000 EACH| 84.20000 1515.60| 80.00000 1440.00| 92.00000 1656.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 8.000 EACH| 39.00000 312.00| 37.00000 296.00| 42.00000 336.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 7900.00000 7900.00| 3000.00000 3000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0059 808-01153 686.000 m | 0.90000 617.40| 0.84000 576.24| 0.96000 658.56 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0060 808-01154 686.000 m | 0.90000 617.40| 0.84000 576.24| 0.96000 658.56 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06712 309.000 m | 0.55000 169.95| 0.52000 160.68| 0.60000 185.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 2480.000 m | 0.55000 1364.00| 0.52000 1289.60| 0.60000 1488.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 290.000 m | 2.85000 826.50| 2.70000 783.00| 3.10000 899.00 LINE, REMOVE | | | 0064 808-75996 15.000 EACH| 10.55000 158.25| 10.00000 150.00| 11.50000 172.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 15.000 EACH| 69.50000 1042.50| 66.00000 990.00| 76.00000 1140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 205-06937 435.000 m | 5.80000 2523.00| 6.00000 2610.00| 6.20000 2697.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 462,939.25| $ 491,242.42| $ 512,695.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,939.25| $ 491,242.42| $ 512,695.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1523985 |(6) 35-1912582 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1495.00000 10465.00| 1400.00000 9800.00| 1210.00000 8470.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9995.00000 9995.00| 12000.00000 12000.00| 17300.00000 17300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27699.00000 27699.00| 25000.00000 25000.00| 28040.00000 28040.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11046.00000 11046.00| 10000.00000 10000.00| 11300.00000 11300.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 92.000 m2 | 10.00000 920.00| 9.17000 843.64| 22.00000 2024.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 20200.00000 20200.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2485.000 m2 | 2.45000 6088.25| 3.50000 8697.50| 2.97000 7380.45 SURFACE MILLING, ASPHALT | | | 0008 203-02000 960.000 m3 | 26.70000 25632.00| 9.16000 8793.60| 9.90000 9504.00 EXCAVATION, COMMON | | | 0009 203-02045 857.000 m3 | 12.00000 10284.00| 6.54000 5604.78| 16.50000 14140.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 62.40000 124.80| 800.00000 1600.00| 60.50000 121.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 88.000 Mg | 20.00000 1760.00| 33.07000 2910.16| 33.00000 2904.00 TEMPORARY SEDIMENT TRAP | | | 0012 211-02060 145.000 m3 | 30.00000 4350.00| 21.00000 3045.00| 27.50000 3987.50 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 87.000 m3 | 125.00000 10875.00| 157.00000 13659.00| 77.00000 6699.00 FLOWABLE MORTAR | | | 0014 303-52308 2175.000 Mg | 16.00000 34800.00| 15.00000 32625.00| 17.60000 38280.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 320.000 Mg | 44.00000 14080.00| 56.00000 17920.00| 46.20000 14784.00 WIDENING WITH HMA | | | 0016 402-05468 55.000 Mg | 56.50000 3107.50| 56.00000 3080.00| 46.20000 2541.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 827.000 Mg | 44.10000 36470.70| 61.50000 50860.50| 44.00000 36388.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 199.000 Mg | 58.95000 11731.05| 70.00000 13930.00| 55.00000 10945.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05487 248.000 Mg | 55.70000 13813.60| 60.00000 14880.00| 48.40000 12003.20 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 113.000 Mg | 64.35000 7271.55| 72.00000 8136.00| 60.50000 6836.50 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1523985 |(6) 35-1912582 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 1633.000 m2 | 0.90000 1469.70| 0.70000 1143.10| 0.55000 898.15 ASPHALT FOR PRIME COAT | | | 0022 406-05521 5126.000 m2 | 0.30000 1537.80| 0.25000 1281.50| 0.22000 1127.72 ASPHALT FOR TACK COAT | | | 0023 601-02206 99.060 m | 49.95000 4948.05| 32.00000 3169.92| 33.00000 3268.98 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-06854 2.000 EACH| 1665.00000 3330.00| 1840.00000 3680.00| 1760.00000 3520.00 GUARDRAIL, W-BEAM, NESTED | | | 0025 601-94689 4.000 EACH| 2305.00000 9220.00| 2300.00000 9200.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 1625.00000 6500.00| 1950.00000 7800.00| 1870.00000 7480.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 201.930 m | 32.25000 6512.24| 33.12000 6687.92| 33.00000 6663.69 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 470.000 Mg | 61.20000 28764.00| 82.00000 38540.00| 66.00000 31020.00 HMA FOR APPROACHES | | | 0029 611-06498 1.000 EACH| 195.00000 195.00| 240.00000 240.00| 275.00000 275.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 17.000 EACH| 115.00000 1955.00| 120.00000 2040.00| 114.40000 1944.80 RIGHT OF WAY MARKER | | | 0031 615-06505 5.000 EACH| 625.00000 3125.00| 600.00000 3000.00| 473.00000 2365.00 MONUMENT, B | | | 0032 616-02320 475.000 m2 | 3.15000 1496.25| 6.00000 2850.00| 2.20000 1045.00 GEOTEXTILES | | | 0033 616-05688 60.000 Mg | 45.00000 2700.00| 52.00000 3120.00| 44.00000 2640.00 RIPRAP, CLASS 1 | | | 0034 616-06405 290.000 Mg | 25.00000 7250.00| 26.48000 7679.20| 23.10000 6699.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 675.00000 1350.00| 800.00000 1600.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 5305.000 m2 | 0.35000 1856.75| 0.38000 2015.90| 0.33000 1750.65 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 2.000 kg | 51.50000 103.00| 60.00000 120.00| 82.50000 165.00 SEED MIXTURE, CV | | | 0038 621-06559 4820.000 m2 | 0.45000 2169.00| 0.50000 2410.00| 0.33000 1590.60 MULCHED SEEDING, R | | | 0039 621-06567 9.000 kL | 0.58000 5.22| 0.60000 5.40| 12.10000 108.90 WATER | | | 0040 621-06575 485.000 m2 | 6.00000 2910.00| 8.00000 3880.00| 4.40000 2134.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1523985 |(6) 35-1912582 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 702-51863 72.000 EACH| 8.45000 608.40| 7.00000 504.00| 11.00000 792.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-93722 14.200 m3 | 610.00000 8662.00| 535.00000 7597.00| 385.00000 5467.00 CONCRETE, C | | | 0043 702-94656 22.200 m3 | 610.00000 13542.00| 525.00000 11655.00| 352.00000 7814.40 CONCRETE, B | | | 0044 703-51030 2668.000 kg | 1.80000 4802.40| 1.20000 3201.60| 1.65000 4402.20 REINFORCING STEEL | | | 0045 713-51335 LUMP| 94000.00000 94000.00| 60000.00000 60000.00| 110700.00000 110700.00 TEMPORARY BRIDGE AND APPROACHES | | | 0046 714-06277 17.200 m | 3745.00000 64414.00| 4360.47000 75000.08| 3520.00000 60544.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0047 715-05048 20.000 m | 22.00000 440.00| 60.00000 1200.00| 55.00000 1100.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05151 85.000 m | 85.00000 7225.00| 50.00000 4250.00| 77.00000 6545.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-46005 1.000 EACH| 305.00000 305.00| 150.00000 150.00| 330.00000 330.00 PIPE END SECTION, 375 mm | | | 0050 719-35020 15.000 m | 40.00000 600.00| 20.00000 300.00| 110.00000 1650.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 719-35025 15.000 m | 45.00000 675.00| 70.00000 1050.00| 110.00000 1650.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 720-45265 1.000 EACH| 765.00000 765.00| 1000.00000 1000.00| 1320.00000 1320.00 PIPE CATCH BASIN, 375 mm | | | 0053 720-45275 1.000 EACH| 975.00000 975.00| 1000.00000 1000.00| 1980.00000 1980.00 PIPE CATCH BASIN, 600 mm | | | 0054 801-04308 2.000 EACH| 220.00000 440.00| 400.00000 800.00| 231.00000 462.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 73.00000 584.00| 140.00000 1120.00| 77.00000 616.00 BARRICADE, IIIA | | | 0056 801-06640 18.000 EACH| 84.00000 1512.00| 160.00000 2880.00| 88.00000 1584.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 8.000 EACH| 38.50000 308.00| 60.00000 480.00| 40.70000 325.60 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 10400.00000 10400.00 MAINTAINING TRAFFIC | | | 0059 808-01153 686.000 m | 0.88000 603.68| 1.00000 686.00| 0.99000 679.14 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1523985 |(6) 35-1912582 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-01154 686.000 m | 0.88000 603.68| 1.00000 686.00| 0.99000 679.14 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06712 309.000 m | 0.55000 169.95| 0.60000 185.40| 0.66000 203.94 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 2480.000 m | 0.55000 1364.00| 0.60000 1488.00| 0.66000 1636.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 290.000 m | 2.85000 826.50| 3.11000 901.90| 3.30000 957.00 LINE, REMOVE | | | 0064 808-75996 15.000 EACH| 35.00000 525.00| 30.00000 450.00| 11.00000 165.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 15.000 EACH| 69.30000 1039.50| 80.00000 1200.00| 72.60000 1089.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 205-06937 435.000 m | 5.95000 2588.25| 6.00000 2610.00| 6.60000 2871.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 554,988.82| $ 559,243.10| $ 564,407.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 554,988.82| $ 559,243.10| $ 564,407.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1057871 | |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1100.00000 7700.00| 1500.00000 10500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 32000.00000 32000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 92.000 m2 | 18.00000 1656.00| 15.00000 1380.00| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 22000.00000 22000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2485.000 m2 | 1.40000 3479.00| 3.50000 8697.50| SURFACE MILLING, ASPHALT | | | 0008 203-02000 960.000 m3 | 15.50000 14880.00| 19.00000 18240.00| EXCAVATION, COMMON | | | 0009 203-02045 857.000 m3 | 5.80000 4970.60| 15.00000 12855.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 85.00000 170.00| 125.00000 250.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 88.000 Mg | 25.00000 2200.00| 20.00000 1760.00| TEMPORARY SEDIMENT TRAP | | | 0012 211-02060 145.000 m3 | 34.00000 4930.00| 32.00000 4640.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 87.000 m3 | 100.00000 8700.00| 150.00000 13050.00| FLOWABLE MORTAR | | | 0014 303-52308 2175.000 Mg | 15.50000 33712.50| 16.00000 34800.00| COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 320.000 Mg | 51.50000 16480.00| 49.00000 15680.00| WIDENING WITH HMA | | | 0016 402-05468 55.000 Mg | 44.00000 2420.00| 88.00000 4840.00| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 827.000 Mg | 42.00000 34734.00| 45.00000 37215.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 199.000 Mg | 52.00000 10348.00| 57.00000 11343.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05487 248.000 Mg | 46.00000 11408.00| 52.00000 12896.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 113.000 Mg | 57.00000 6441.00| 60.00000 6780.00| HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1057871 | |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 1633.000 m2 | 0.55000 898.15| 1.12000 1828.96| ASPHALT FOR PRIME COAT | | | 0022 406-05521 5126.000 m2 | 0.24000 1230.24| 0.28000 1435.28| ASPHALT FOR TACK COAT | | | 0023 601-02206 99.060 m | 29.00000 2872.74| 30.00000 2971.80| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-06854 2.000 EACH| 1800.00000 3600.00| 1680.00000 3360.00| GUARDRAIL, W-BEAM, NESTED | | | 0025 601-94689 4.000 EACH| 2200.00000 8800.00| 2100.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 1900.00000 7600.00| 1796.00000 7184.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 201.930 m | 30.00000 6057.90| 30.00000 6057.90| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 470.000 Mg | 62.00000 29140.00| 60.00000 28200.00| HMA FOR APPROACHES | | | 0029 611-06498 1.000 EACH| 215.00000 215.00| 210.00000 210.00| MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 17.000 EACH| 115.00000 1955.00| 110.00000 1870.00| RIGHT OF WAY MARKER | | | 0031 615-06505 5.000 EACH| 460.00000 2300.00| 456.00000 2280.00| MONUMENT, B | | | 0032 616-02320 475.000 m2 | 4.00000 1900.00| 6.20000 2945.00| GEOTEXTILES | | | 0033 616-05688 60.000 Mg | 34.00000 2040.00| 39.00000 2340.00| RIPRAP, CLASS 1 | | | 0034 616-06405 290.000 Mg | 20.00000 5800.00| 22.00000 6380.00| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 675.00000 1350.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 5305.000 m2 | 0.40000 2122.00| 0.35000 1856.75| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 2.000 kg | 52.00000 104.00| 52.00000 104.00| SEED MIXTURE, CV | | | 0038 621-06559 4820.000 m2 | 1.00000 4820.00| 0.45000 2169.00| MULCHED SEEDING, R | | | 0039 621-06567 9.000 kL | 0.70000 6.30| 0.57000 5.13| WATER | | | 0040 621-06575 485.000 m2 | 6.50000 3152.50| 6.00000 2910.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1057871 | |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 702-51863 72.000 EACH| 12.00000 864.00| 15.00000 1080.00| FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-93722 14.200 m3 | 725.00000 10295.00| 1350.00000 19170.00| CONCRETE, C | | | 0043 702-94656 22.200 m3 | 350.00000 7770.00| 1150.00000 25530.00| CONCRETE, B | | | 0044 703-51030 2668.000 kg | 1.80000 4802.40| 3.00000 8004.00| REINFORCING STEEL | | | 0045 713-51335 LUMP| 111000.00000 111000.00| 104000.00000 104000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0046 714-06277 17.200 m | 4200.00000 72240.00| 5668.00000 97489.60| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0047 715-05048 20.000 m | 15.00000 300.00| 25.00000 500.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05151 85.000 m | 100.00000 8500.00| 125.00000 10625.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-46005 1.000 EACH| 200.00000 200.00| 300.00000 300.00| PIPE END SECTION, 375 mm | | | 0050 719-35020 15.000 m | 32.00000 480.00| 30.00000 450.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 719-35025 15.000 m | 42.00000 630.00| 32.00000 480.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 720-45265 1.000 EACH| 700.00000 700.00| 900.00000 900.00| PIPE CATCH BASIN, 375 mm | | | 0053 720-45275 1.000 EACH| 800.00000 800.00| 1100.00000 1100.00| PIPE CATCH BASIN, 600 mm | | | 0054 801-04308 2.000 EACH| 240.00000 480.00| 220.00000 440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 85.00000 680.00| 74.00000 592.00| BARRICADE, IIIA | | | 0056 801-06640 18.000 EACH| 100.00000 1800.00| 85.00000 1530.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 8.000 EACH| 39.00000 312.00| 39.00000 312.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 5400.00000 5400.00| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | 0059 808-01153 686.000 m | 0.90000 617.40| 0.85000 583.10| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 221 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 636,005.65 ROUTE : US 231 CALL ORDER : 221 CONTRACT ID : R -25988-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1057871 | |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-01154 686.000 m | 0.90000 617.40| 0.85000 583.10| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06712 309.000 m | 0.45000 139.05| 0.55000 169.95| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 2480.000 m | 0.45000 1116.00| 0.55000 1364.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 290.000 m | 3.00000 870.00| 2.80000 812.00| LINE, REMOVE | | | 0064 808-75996 15.000 EACH| 12.00000 180.00| 12.00000 180.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 15.000 EACH| 67.00000 1005.00| 70.00000 1050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 205-06937 435.000 m | 5.60000 2436.00| 6.00000 2610.00| TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 566,427.18| $ 647,689.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 566,427.18| $ 647,689.07| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,012.96 ROUTE : CALL ORDER : 231 CONTRACT ID : R -25993-C COUNTIES : HARRISON LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9931013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,132,781.60 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 1,219,041.58 107.6148% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 | |CLR, INC. |FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RECONSTRUCT HAY PRESS BARN | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1200.00000 7200.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1800.00000 1800.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56600.00000 56600.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11300.00000 11300.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-01502 1.000 EACH| 400.00000 400.00| 1500.00000 1500.00| LIGHT STANDARD, REMOVE | | | 0006 202-52710 44.000 SYS | 35.00000 1540.00| 12.50000 550.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 203-02000 818.000 CYS | 12.00000 9816.00| 11.00000 8998.00| EXCAVATION, COMMON | | | 0008 203-02010 12.000 CYS | 165.00000 1980.00| 100.00000 1200.00| EXCAVATION, ROCK | | | 0009 205-02224 230.000 LFT | 10.00000 2300.00| 5.00000 1150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 210-05758 LUMP| 424000.00000 424000.00| 561000.00000 561000.00| BUILDING , HAYPRESS INTERPRETIVE CENTER | | | 0011 210-05758 LUMP| 444000.00000 444000.00| 433500.00000 433500.00| BUILDING , RECONSTRUCT HAYPRESS BARN | | | 0012 303-03330 68.000 CYS | 93.00000 6324.00| 40.00000 2720.00| AGGREGATE, 9 | | | 0013 603-03692 47.700 LFT | 120.00000 5724.00| 38.00000 1812.60| FENCE, WOOD | | | 0014 604-44251 2.000 CYS | 2500.00000 5000.00| 1000.00000 2000.00| STEPS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,012.96 ROUTE : CALL ORDER : 231 CONTRACT ID : R -25993-C COUNTIES : HARRISON LETTING DATE : 02/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 | |CLR, INC. |FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 604-90256 389.000 SYS | 65.00000 25285.00| 60.00000 23340.00| SIDEWALK, CONCRETE, 6 IN. | | | 0016 621-06748 3367.000 SYS | 0.80000 2693.60| 0.64000 2154.88| SEEDING | | | 0017 621-98038 26.000 CYS | 76.00000 1976.00| 56.10000 1458.60| MULCH, HARDWOOD SHREDDED BARK | | | 0018 622-02564 LUMP| 480.00000 480.00| 500.00000 500.00| LANDSCAPING , STONE | | | 0019 622-05640 13.000 EACH| 82.00000 1066.00| 82.50000 1072.50| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0020 622-05641 55.000 EACH| 77.00000 4235.00| 77.00000 4235.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0021 622-05645 8.000 EACH| 175.00000 1400.00| 121.00000 968.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0022 714-02401 33.200 LFT | 450.00000 14940.00| 175.00000 5810.00| RETAINING WALL | | | 0023 714-93584 177.000 LFT | 250.00000 44250.00| 200.00000 35400.00| RETAINING WALL, STONE | | | 0024 715-01525 2.000 EACH| 200.00000 400.00| 150.00000 300.00| VALVE BOX | | | 0025 715-05408 181.000 LFT | 15.00000 2715.00| 16.00000 2896.00| PIPE, SANITARY SEWER, 8 IN. | | | 0026 715-05711 103.000 LFT | 14.00000 1442.00| 14.00000 1442.00| PIPE, SANITARY SEWER, 6 IN. | | | 0027 715-91361 102.000 LFT | 20.00000 2040.00| 12.00000 1224.00| PIPE, PVC, 6 IN. | | | 0028 715-91584 385.000 LFT | 11.00000 4235.00| 10.00000 3850.00| PIPE, PVC, 1.5 IN. | | | 0029 715-95092 64.000 LFT | 210.00000 13440.00| 90.00000 5760.00| SLOTTED DRAIN, 12 IN. | | | 0030 718-04986 1.000 EACH| 400.00000 400.00| 500.00000 500.00| CLEANOUT | | | 0031 720-45410 3.000 EACH| 2000.00000 6000.00| 3000.00000 9000.00| MANHOLE, C4 | | | 0032 807-02560 LUMP| 23000.00000 23000.00| 2500.00000 2500.00| ELECTRICAL WORK | | | SECTION TOTALS | $ 1,132,781.60| $ 1,219,041.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,132,781.60| $ 1,219,041.58| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 241 CONTRACT ID : R -26012-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,445,460.59 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,882,604.77 117.8757% 3 35-0626844 RUDOLPH, J.H. & CO $ 3,221,497.05 131.7337% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W692004 W662007 W664001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 3,085,853.38 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 3,337,615.00 108.1585% 3 35-0626844 RUDOLPH, J.H. & CO $ 3,722,737.65 120.6388% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 16.000 MOS | 1240.29000 19844.64| 1400.00000 22400.00| 1500.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 101220.00000 101220.00| 109500.00000 109500.00| 110000.00000 110000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 166996.50000 166996.50| 69500.00000 69500.00| 186500.00000 186500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20527.50000 20527.50| 48000.00000 48000.00| 80000.00000 80000.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 2572.50000 2572.50| 3000.00000 3000.00| 14000.00000 14000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02272 3.400 m | 40.43000 137.46| 53.00000 180.20| 35.00000 119.00 PAVED SIDE DITCH, REMOVE | | | 0007 203-02000 21387.000 m3 | 4.73000 101160.51| 16.95000 362509.65| 17.00000 363579.00 EXCAVATION, COMMON | | | 0008 205-02224 3223.000 m | 5.75000 18532.25| 5.30000 17081.90| 5.10000 16437.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02234 4.000 EACH| 52.50000 210.00| 59.25000 237.00| 70.00000 280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 2.000 EACH| 52.50000 105.00| 64.75000 129.50| 63.00000 126.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 85.000 EACH| 63.00000 5355.00| 56.00000 4760.00| 46.00000 3910.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-02045 17093.000 m3 | 6.25000 106831.25| 10.20000 174348.60| 9.50000 162383.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 2268.000 m3 | 13.65000 30958.20| 17.80000 40370.40| 24.00000 54432.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 870.800 Mg | 20.84000 18147.47| 27.50000 23947.00| 20.00000 17416.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 392.300 Mg | 74.81000 29347.96| 71.25000 27951.38| 98.00000 38445.40 HMA FOR PATCHING | | | 0016 401-05437 14455.700 Mg | 43.05000 622317.89| 41.00000 592683.70| 45.00000 650506.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 4254.000 Mg | 43.31000 184240.74| 41.25000 175477.50| 45.00000 191430.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 1933.600 Mg | 60.90000 117756.24| 58.00000 112148.80| 60.00000 116016.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05468 2470.500 Mg | 43.68000 107911.44| 41.60000 102772.80| 50.00000 123525.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05473 140.300 Mg | 71.14000 9980.94| 67.75000 9505.33| 80.00000 11224.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0021 402-05474 1022.900 Mg | 42.00000 42961.80| 40.00000 40916.00| 58.00000 59328.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 332.900 Mg | 52.66000 17530.51| 50.15000 16694.94| 80.00000 26632.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 656.500 Mg | 49.09000 32227.59| 46.75000 30691.38| 60.00000 39390.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 88.900 Mg | 45.15000 4013.84| 43.00000 3822.70| 65.00000 5778.50 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 411.700 m2 | 4.73000 1947.34| 4.50000 1852.65| 10.00000 4117.00 SEAL COAT, 2 | | | 0026 405-05517 1.400 Mg | 645.75000 904.05| 615.00000 861.00| 660.00000 924.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 19.270 Mg | 257.25000 4957.21| 245.00000 4721.15| 185.00000 3564.95 ASPHALT FOR TACK COAT | | | 0028 603-01231 2.000 EACH| 1023.75000 2047.50| 1050.00000 2100.00| 975.00000 1950.00 FENCE GATE, CHAIN LINK, 1220 mm X 5 m | | | 0029 603-02969 LUMP| 787.50000 787.50| 1600.00000 1600.00| 750.00000 750.00 GATE, RELOCATE | | | 0030 603-04460 204.000 m | 65.44000 13349.76| 59.00000 12036.00| 65.00000 13260.00 FENCE, WOOD SPLIT RAIL | | | 0031 603-06045 10.000 m | 323.93000 3239.30| 82.50000 825.00| 310.00000 3100.00 FENCE, CHAIN LINK, 1220 mm | | | 0032 604-06069 512.200 m2 | 32.03000 16405.77| 32.75000 16774.55| 31.00000 15878.20 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 604-91531 4218.500 m2 | 25.15000 106095.28| 25.75000 108626.38| 24.00000 101244.00 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 5.100 m | 41.58000 212.06| 44.15000 225.17| 40.00000 204.00 CURB, CONCRETE | | | 0035 605-06140 16.900 m | 27.56000 465.76| 28.25000 477.43| 27.00000 456.30 CURB AND GUTTER, CONCRETE | | | 0036 605-06150 4320.700 m | 36.23000 156538.96| 37.05000 160081.94| 35.00000 151224.50 CURB AND GUTTER, C, CONCRETE | | | 0037 605-06250 28.800 m2 | 53.55000 1542.24| 55.60000 1601.28| 51.00000 1468.80 CENTER CURB, C, CONCRETE | | | 0038 607-06350 3.400 m | 61.95000 210.63| 64.75000 220.15| 60.00000 204.00 PAVED SIDE DITCH, D | | | 0039 610-05527 85.800 Mg | 136.50000 11711.70| 130.00000 11154.00| 145.00000 12441.00 HMA FOR APPROACHES | | | 0040 610-06461 1087.500 Mg | 25.88000 28144.50| 21.65000 23544.38| 17.00000 18487.50 COMPACTED AGGREGATE, O, 73 | | | 0041 611-05330 1849.200 m2 | 35.96000 66497.23| 37.00000 68420.40| 35.00000 64722.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 16.000 EACH| 110.25000 1764.00| 119.00000 1904.00| 105.00000 1680.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 611-06498 1.000 EACH| 157.50000 157.50| 124.00000 124.00| 150.00000 150.00 MAILBOX ASSEMBLY, DOUBLE | | | 0044 615-06490 51.000 EACH| 94.50000 4819.50| 114.00000 5814.00| 90.00000 4590.00 RIGHT OF WAY MARKER | | | 0045 615-06505 20.000 EACH| 519.75000 10395.00| 595.00000 11900.00| 500.00000 10000.00 MONUMENT, B | | | 0046 616-02320 92.000 m2 | 4.46000 410.32| 3.40000 312.80| 3.00000 276.00 GEOTEXTILES | | | 0047 616-06405 49.000 Mg | 56.18000 2752.82| 29.25000 1433.25| 31.00000 1519.00 RIPRAP, REVETMENT | | | 0048 621-01882 263.300 kg | 3.52000 926.82| 9.25000 2435.53| 10.15000 2672.50 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0049 621-06545 3.100 Mg | 774.90000 2402.19| 530.00000 1643.00| 510.00000 1581.00 FERTILIZER | | | 0050 621-06553 457.300 kg | 8.15000 3727.00| 7.00000 3201.10| 7.55000 3452.62 SEED MIXTURE, R | | | 0051 621-06565 25.600 Mg | 591.15000 15133.44| 347.00000 8883.20| 425.00000 10880.00 MULCHING MATERIAL | | | 0052 621-06567 480.000 kL | 1.05000 504.00| 0.60000 288.00| 0.50000 240.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06575 26666.900 m2 | 3.28000 87467.43| 3.35000 89334.12| 3.45000 92000.81 SODDING, NURSERY | | | 0054 712-04960 LUMP| 2310.00000 2310.00| 1400.00000 1400.00| 7000.00000 7000.00 RELOCATE PLAYGROUND EQUIPMENT, RELOCATE | | | 0055 714-04802 27.600 m2 | 203.70000 5622.12| 66.00000 1821.60| 150.00000 4140.00 CONCRETE MODULAR BLOCK WALL | | | 0056 715-05024 44.000 m | 204.75000 9009.00| 256.00000 11264.00| 300.00000 13200.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0057 715-05048 572.000 m | 9.19000 5256.68| 43.00000 24596.00| 16.00000 9152.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05149 991.300 m | 51.29000 50843.78| 120.00000 118956.00| 100.00000 99130.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 458.600 m | 82.01000 37609.79| 120.00000 55032.00| 113.00000 51821.80 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 715-05152 257.500 m | 100.80000 25956.00| 108.00000 27810.00| 125.00000 32187.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05154 503.400 m | 111.30000 56028.42| 152.00000 76516.80| 175.00000 88095.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0062 715-05156 69.300 m | 116.55000 8076.92| 255.00000 17671.50| 225.00000 15592.50 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-05331 99.200 m | 131.25000 13020.00| 160.00000 15872.00| 275.00000 27280.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0064 715-06471 1.000 EACH| 535.50000 535.50| 900.00000 900.00| 750.00000 750.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0065 715-46005 11.000 EACH| 346.50000 3811.50| 650.00000 7150.00| 475.00000 5225.00 PIPE END SECTION, 375 mm | | | 0066 715-46020 1.000 EACH| 483.00000 483.00| 850.00000 850.00| 700.00000 700.00 PIPE END SECTION, 600 mm | | | 0067 718-06526 87.200 Mg | 50.14000 4372.21| 47.75000 4163.80| 50.00000 4360.00 HMA FOR UNDERDRAINS | | | 0068 718-52610 97.000 m3 | 24.15000 2342.55| 115.00000 11155.00| 50.00000 4850.00 AGGREGATE FOR UNDERDRAINS | | | 0069 720-44000 21.000 EACH| 301.35000 6328.35| 350.00000 7350.00| 430.00000 9030.00 CASTING, ADJUST TO GRADE | | | 0070 720-45030 2.000 EACH| 1102.50000 2205.00| 1450.00000 2900.00| 1200.00000 2400.00 INLET, E7 | | | 0071 720-45045 29.000 EACH| 1181.25000 34256.25| 1500.00000 43500.00| 1550.00000 44950.00 INLET, J10 | | | 0072 720-45055 7.000 EACH| 4184.25000 29289.75| 1500.00000 10500.00| 1550.00000 10850.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-45145 23.000 EACH| 1202.25000 27651.75| 1500.00000 34500.00| 1550.00000 35650.00 INLET, J10, MODIFIED | | | 0074 720-45155 17.000 EACH| 4567.50000 77647.50| 1500.00000 25500.00| 1550.00000 26350.00 INLET, M10, MODIFIED | | | 0075 720-45251 7.000 EACH| 4620.00000 32340.00| 1800.00000 12600.00| 2300.00000 16100.00 CATCH BASIN, K10, MODIFIED | | | 0076 720-45410 19.000 EACH| 2987.25000 56757.75| 3200.00000 60800.00| 2000.00000 38000.00 MANHOLE, C4 | | | 0077 720-45414 1.000 EACH| 8384.25000 8384.25| 6875.00000 6875.00| 5600.00000 5600.00 MANHOLE, D4, DROP | | | 0078 720-45415 2.000 EACH| 5460.00000 10920.00| 5300.00000 10600.00| 3400.00000 6800.00 MANHOLE, D4 | | | 0079 720-45510 12.000 EACH| 2677.50000 32130.00| 3000.00000 36000.00| 1700.00000 20400.00 MANHOLE, C4, MODIFIED | | | 0080 720-96554 6.000 EACH| 4536.00000 27216.00| 1500.00000 9000.00| 1600.00000 9600.00 INLET, M13, MODIFIED | | | 0081 731-93946 27.600 m2 | 121.80000 3361.68| 43.00000 1186.80| 85.00000 2346.00 WALL ERECTION | | | 0082 801-06203 4647.000 m | 0.83000 3857.01| 0.35000 1626.45| 0.80000 3717.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0083 801-06207 8610.000 m | 3.15000 27121.50| 3.40000 29274.00| 3.15000 27121.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0084 801-06640 46.000 EACH| 204.75000 9418.50| 240.00000 11040.00| 200.00000 9200.00 CONSTRUCTION SIGN, A | | | 0085 801-06775 LUMP| 102910.50000 102910.50| 67760.94000 67760.94| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0086 802-05701 169.170 m | 33.62000 5687.50| 22.50000 3806.33| 33.00000 5582.61 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-76045 36.620 m2 | 247.43000 9060.89| 128.00000 4687.36| 240.00000 8788.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0088 807-02370 2.000 EACH| 1890.00000 3780.00| 2700.00000 5400.00| 4700.00000 9400.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0089 808-06702 434.200 m | 1.55000 673.01| 1.35000 586.17| 1.55000 673.01 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0090 808-06716 275.000 m | 2.10000 577.50| 2.25000 618.75| 2.10000 577.50 LINE, REMOVE | | | 0092 808-75245 4213.900 m | 1.31000 5520.21| 1.05000 4424.60| 1.30000 5478.07 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 243 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,726.80 ROUTE : CALL ORDER : 243 CONTRACT ID : R -26013-A COUNTIES : KNOX LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1418333 |(3) 35-0626844 |HUNT PAVING COMPANY, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75297 107.200 m | 10.00000 1072.00| 12.00000 1286.40| 10.00000 1072.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75300 380.500 m | 2.69000 1023.55| 3.00000 1141.50| 2.60000 989.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0095 808-75320 18.000 EACH| 63.00000 1134.00| 61.00000 1098.00| 62.00000 1116.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 6.000 EACH| 68.25000 409.50| 82.00000 492.00| 66.00000 396.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 808-97618 100.000 m | 1.55000 155.00| 1.30000 130.00| 1.50000 150.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 125 mm | | | 0098 808-97127 1724.000 m | 1.55000 2672.20| 1.25000 2155.00| 1.50000 2586.00 LINE, THERMOPLASTIC, SOLID, WHITE, 125 | | | mm | | | 0099 808-75240 550.700 m | 1.31000 721.42| 1.05000 578.24| 1.25000 688.38 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0100 621-01004 2.000 EACH| 971.25000 1942.50| 650.00000 1300.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0101 203-02070 2218.000 m3 | 12.60000 27946.80| 14.75000 32715.50| 15.25000 33824.50 BORROW | | | SECTION TOTALS | $ 3,085,853.38| $ 3,337,615.00| $ 3,722,737.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,085,853.38| $ 3,337,615.00| $ 3,722,737.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,119,332.90 ROUTE : 169TH ST CALL ORDER : 251 CONTRACT ID : R -26020-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION IRREGULAR BID $ 3,490,061.44 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 3,649,533.40 104.5693% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,708,057.45 106.2461% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,261.17 ROUTE : 641 CALL ORDER : 261 CONTRACT ID : R -26088-A COUNTIES : VIGO LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 29100C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1924539 B & C WRECKING & EXCAVATING INC. $ 10,486.51 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 12,497.50 119.1769% 3 35-1817574 YARDBERRY LANDSCAPE $ 14,252.50 135.9127% 4 35-1801998 CLR, INC. $ 14,714.75 140.3207% 5 35-1874009 HAUER EXCAVATING $ 15,929.50 151.9046% 6 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 16,945.00 161.5885% 7 35-1636776 LINKEL COMPANY $ 26,000.00 247.9375% 8 35-1181156 KANIZER EXCAVATING CO $ 44,545.00 424.7838% 9 35-1991044 JOHNSON COMPANY INC. $ 48,725.00 464.6445% ==================================================================================================================================== |(1) 35-1924539 |(2) 35-1127746 |(3) 35-1817574 |B & C WRECKING & EXCAVATING |S & G EXCAVATING INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 7800.00000 7800.00| 9750.00000 9750.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0002 202-03783 1.000 EACH| 0.01000 0.01| 0.00000 0.00| 2000.00000 2000.00 SIGN, PANEL, REMOVE , PARCEL NO. 20SA | | | 0003 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 570.00000 256.50| 700.00000 315.00| 100.00000 45.00 FERTILIZER | | | 0005 621-06554 95.000 kg | 7.75000 736.25| 6.00000 570.00| 1.00000 95.00 SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 575.00000 1293.75| 650.00000 1462.50| 50.00000 112.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 10,486.51| $ 12,497.50| $ 14,252.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,486.51| $ 12,497.50| $ 14,252.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,261.17 ROUTE : 641 CALL ORDER : 261 CONTRACT ID : R -26088-A COUNTIES : VIGO LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1874009 |(6) 35-2031359 |CLR, INC. |HAUER EXCAVATING |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 13300.00000 13300.00| 14669.00000 14669.00| 14501.40000 14501.40 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0002 202-03783 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 0.00000 0.00 SIGN, PANEL, REMOVE , PARCEL NO. 20SA | | | 0003 621-01004 1.000 EACH| 325.00000 325.00| 600.00000 600.00| 568.20000 568.20 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 700.00000 315.00| 260.00000 117.00| 511.38000 230.12 FERTILIZER | | | 0005 621-06554 95.000 kg | 4.00000 380.00| 2.75000 261.25| 5.88000 558.60 SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 175.00000 393.75| 125.00000 281.25| 482.97000 1086.68 MULCHING MATERIAL | | | SECTION TOTALS | $ 14,714.75| $ 15,929.50| $ 16,945.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,714.75| $ 15,929.50| $ 16,945.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,261.17 ROUTE : 641 CALL ORDER : 261 CONTRACT ID : R -26088-A COUNTIES : VIGO LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1636776 |(8) 35-1181156 |(9) 35-1991044 |LINKEL COMPANY |KANIZER EXCAVATING CO |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 28000.00000 28000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0002 202-03783 1.000 EACH| 3000.00000 3000.00| 0.00000 0.00| 18000.00000 18000.00 SIGN, PANEL, REMOVE , PARCEL NO. 20SA | | | 0003 621-01004 1.000 EACH| 475.00000 475.00| 500.00000 500.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 1000.00000 450.00| 100.00000 45.00| 400.00000 180.00 FERTILIZER | | | 0005 621-06554 95.000 kg | 10.00000 950.00| 300.00000 28500.00| 11.00000 1045.00 SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 500.00000 1125.00| 2000.00000 4500.00| 400.00000 900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 26,000.00| $ 44,545.00| $ 48,725.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,000.00| $ 44,545.00| $ 48,725.00 ====================================================================================================================================