INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,920,449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0695(148) 0695(152) 0695(153) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 23,179,677.96 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 24,464,478.89 105.5427% 3 35-1374866 PRIMCO, INC. $ 24,794,660.49 106.9672% 4 99-9995563 ANGELO IAFRATE CONSTRUCTION COMPANY $ 24,873,394.82 107.3069% 5 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 25,956,790.65 111.9808% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LIGHTING | | | 0001 105-01925 30.000 MOS | 2037.63000 61128.90| 3069.97000 92099.10| 1316.44000 39493.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 30.000 MOS | 425.00000 12750.00| 446.25000 13387.50| 1314.72000 39441.60 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 108425.66000 108425.66| 345843.00000 345843.00| 265377.82000 265377.82 CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 12414.93000 12414.93| 5643.33000 5643.33| 11360.00000 11360.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1158983.60000 1158983.60| 1223224.00000 1223224.00| 1249730.29000 1249730.29 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 115932.10000 115932.10| 152634.00000 152634.00| 124973.03000 124973.03 CLEARING RIGHT OF WAY | | | 0007 202-01032 4.000 EACH| 663.00000 2652.00| 105.00000 420.00| 200.00000 800.00 SAND BARREL ARRAY, REMOVE | | | 0008 202-01447 29.000 EACH| 51.00000 1479.00| 52.50000 1522.50| 50.00000 1450.00 GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0009 202-02240 128997.000 m2 | 3.82000 492768.54| 5.47000 705613.59| 6.61000 852670.17 PAVEMENT, REMOVE | | | 0010 202-02241 7018.000 m | 2.50000 17545.00| 2.57000 18036.26| 2.45000 17194.10 GUARDRAIL, REMOVE | | | 0011 202-02272 315.000 m | 21.25000 6693.75| 20.69000 6517.35| 10.87000 3424.05 PAVED SIDE DITCH, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-02275 31.000 EACH| 354.83000 10999.73| 157.50000 4882.50| 270.00000 8370.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-02286 2.000 EACH| 171360.00000 342720.00| 176400.00000 352800.00| 48043.60000 96087.20 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-02286 2.000 EACH| 119340.00000 238680.00| 122850.00000 245700.00| 32505.00000 65010.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0015 202-03281 180.000 h | 45.90000 8262.00| 56.43000 10157.40| 55.00000 9900.00 STANDBY SERVICE | | | 0016 202-03783 2.000 EACH| 305.87000 611.74| 157.50000 315.00| 300.00000 600.00 SIGN, PANEL, REMOVE | | | 0017 202-51328 LUMP| 228480.00000 228480.00| 235200.00000 235200.00| 116520.00000 116520.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0018 202-51328 LUMP| 302736.00000 302736.00| 311640.00000 311640.00| 138053.90000 138053.90 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0019 202-51368 52.300 m2 | 20.40000 1066.92| 21.00000 1098.30| 62.00000 3242.60 SLOPEWALL, REMOVE | | | 0020 202-60820 7717.000 m2 | 1.71000 13196.07| 3.10000 23922.70| 4.18000 32257.06 SURFACE MILLING, ASPHALT | | | 0021 202-74045 158.000 EACH| 63.72000 10067.76| 52.50000 8295.00| 35.00000 5530.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0022 202-74080 1.000 EACH| 1884.40000 1884.40| 1575.00000 1575.00| 1500.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0023 202-86946 1.000 EACH| 38.23000 38.23| 262.50000 262.50| 300.00000 300.00 HANDHOLE, REMOVE | | | 0024 202-93763 14.000 EACH| 354.83000 4967.62| 262.50000 3675.00| 600.00000 8400.00 LIGHT STANDARD AND FOUNDATION,REMOVE | | | 0025 202-95579 1.000 EACH| 254.89000 254.89| 157.50000 157.50| 400.00000 400.00 SERVICE POINT, REMOVE | | | 0026 202-97471 1.000 EACH| 38.23000 38.23| 21.00000 21.00| 50.00000 50.00 MARKER, CABLE DUCT, REMOVE | | | 0027 202-99187 16960.000 m | 1.58000 26796.80| 1.63000 27644.80| 1.55000 26288.00 FENCE, FARM FIELD, REMOVE | | | 0028 203-02000 296610.000 m3 | 4.36000 1293219.60| 8.37000 2482625.70| 9.70000 2877117.00 EXCAVATION, COMMON | | | 0029 203-02045 3384.000 m3 | 4.50000 15228.00| 6.59000 22300.56| 4.78000 16175.52 EXCAVATION FOR SUBGRADE TREATMENT | | | 0030 203-02080 8.134 km | 62134.25000 505399.99| 35944.81000 292375.08| 18379.31000 149497.31 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 203-03027 2000.000 m3 | 7.60000 15200.00| 19.74000 39480.00| 8.02000 16040.00 UNSUITABLE SOIL EXCAVATION AND DISPOSAL | | | 0032 203-91878 750.000 m | 12.58000 9435.00| 20.69000 15517.50| 7.86000 5895.00 LINEAR DITCH GRADING | | | 0033 205-02224 945.000 m | 5.36000 5065.20| 5.51000 5206.95| 4.78000 4517.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0034 205-02226 14.000 m | 50.24000 703.36| 51.71000 723.94| 33.30000 466.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0035 205-02229 952.000 m | 8.36000 7958.72| 8.61000 8196.72| 10.35000 9853.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0036 205-02232 20.000 m3 | 64.37000 1287.40| 49.35000 987.00| 36.17000 723.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0037 205-02234 24.000 EACH| 61.20000 1468.80| 63.00000 1512.00| 50.03000 1200.72 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0038 205-02236 28.000 EACH| 61.20000 1713.60| 63.00000 1764.00| 49.87000 1396.36 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0039 205-03371 10.000 m3 | 64.37000 643.70| 40.95000 409.50| 314.60000 3146.00 SEDIMENT REMOVE | | | 0040 206-51220 83.300 m3 | 193.80000 16143.54| 199.50000 16618.35| 130.25000 10849.83 EXCAVATION, WET | | | 0041 206-51225 155.000 m3 | 91.80000 14229.00| 94.50000 14647.50| 66.30000 10276.50 EXCAVATION, DRY | | | 0042 206-51235 LUMP| 36720.00000 36720.00| 37800.00000 37800.00| 46500.00000 46500.00 COFFERDAM , STR. NO. 1 | | | 0044 211-02050 2000.000 m3 | 20.70000 41400.00| 21.53000 43060.00| 14.50000 29000.00 B BORROW | | | 0045 211-02060 3650.500 m3 | 20.70000 75565.35| 23.10000 84326.55| 37.62000 137331.81 B BORROW FOR STRUCTURE BACKFILL | | | 0046 213-52830 123.500 m3 | 102.00000 12597.00| 105.00000 12967.50| 100.00000 12350.00 FLOWABLE MORTAR | | | 0047 213-52831 16.000 EACH| 51.00000 816.00| 52.50000 840.00| 25.00000 400.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0048 215-06458 54700.000 m3 | 9.17000 501599.00| 1.05000 57435.00| 9.15000 500505.00 SUBGRADE, MODIFIED | | | 0050 303-52308 151890.000 Mg | 13.34000 2026212.60| 8.98000 1363972.20| 9.35000 1420171.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | (100% CRUSHED) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 304-04403 32201.100 m3 | 31.99000 1030113.19| 31.00000 998234.10| 44.39000 1429406.83 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0052 310-92470 64.000 m2 | 200.00000 12800.00| 170.06000 10883.84| 150.00000 9600.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0053 401-05459 21558.000 Mg | 36.38000 784280.04| 30.19000 650836.02| 28.75000 619792.50 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0054 401-05464 6249.000 Mg | 36.38000 227338.62| 32.03000 200155.47| 30.50000 190594.50 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0055 401-05467 32177.000 m | 0.37000 11905.49| 0.39000 12549.03| 0.46000 14801.42 MILLED HMA CORRUGATIONS | | | 0056 402-05468 1227.000 Mg | 31.69000 38883.63| 39.38000 48319.26| 37.50000 46012.50 HMA BASE 25.0 mm, MAINLINE | | | 0057 402-05474 1987.000 Mg | 26.73000 53112.51| 31.50000 62590.50| 30.00000 59610.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0058 402-05477 691.000 Mg | 32.08000 22167.28| 43.58000 30113.78| 41.50000 28676.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0060 405-05517 65.000 Mg | 231.48000 15046.20| 262.50000 17062.50| 250.00000 16250.00 ASPHALT FOR PRIME COAT | | | 0061 406-05520 26.000 Mg | 385.79000 10030.54| 246.75000 6415.50| 235.00000 6110.00 ASPHALT FOR TACK COAT | | | 0062 501-02400 LUMP| 13805.42000 13805.42| 30000.00000 30000.00| 7410.00000 7410.00 PROFILOGRAPH | | | 0063 501-03489 331.000 EACH| 12.75000 4220.25| 12.00000 3972.00| 11.55000 3823.05 TIE BAR, RETROFIT | | | 0064 501-04771 LUMP| 7637.17000 7637.17| 6000.00000 6000.00| 8300.00000 8300.00 CORING CONCRETE PAVEMENT | | | 0065 501-05093 994.800 m2 | 75.48000 75087.50| 77.70000 77295.96| 77.50000 77097.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 325 mm | | | 0066 501-05240 28755.000 m | 22.75000 654176.25| 20.00000 575100.00| 21.00000 603855.00 CONTRACTION JOINT, D1 | | | 0067 501-05310 95.800 m | 368.57000 35309.01| 379.57000 36362.81| 250.00000 23950.00 TERMINAL JOINT | | | 0068 502-04777 135121.000 m2 | 28.24000 3815817.04| 29.40000 3972557.40| 29.45000 3979313.45 QA CEMENT CONCRETE PAVEMENT, PLAIN, 325 | | | mm | | | 0069 502-04959 23683.000 m2 | 28.78000 681596.74| 36.40000 862061.20| 35.25000 834825.75 QA CEMENT CONCRETE PAVEMENT, PLAIN,300mm| | | 0070 601-01115 4.000 m | 100.98000 403.92| 103.95000 415.80| 99.00000 396.00 GUARDRAIL, W BEAM, 0.476 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 601-01522 26.000 EACH| 1198.50000 31161.00| 1233.75000 32077.50| 1175.00000 30550.00 GUARDRAIL TRANSITION TYPE TGB | | | 0072 601-02205 2.000 EACH| 969.00000 1938.00| 997.50000 1995.00| 950.00000 1900.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0073 601-02206 200.000 m | 25.50000 5100.00| 26.25000 5250.00| 25.00000 5000.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0074 601-04754 4.000 EACH| 13872.00000 55488.00| 14280.00000 57120.00| 13600.00000 54400.00 ENERGY ABSORBING TERMINAL | | | 0075 601-04756 1.000 EACH| 5712.00000 5712.00| 5880.00000 5880.00| 5600.00000 5600.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0076 601-05999 6.000 EACH| 35.70000 214.20| 36.75000 220.50| 35.00000 210.00 CURVED TERMINAL END | | | 0077 601-06035 100.000 m | 29.58000 2958.00| 30.45000 3045.00| 29.00000 2900.00 GUARDRAIL, RESET | | | 0078 601-94688 4.000 EACH| 6426.00000 25704.00| 6615.00000 26460.00| 6300.00000 25200.00 IMPACT ATTENUATOR, MP | | | 0079 601-94689 17.000 EACH| 3939.29000 66967.93| 3255.00000 55335.00| 3100.00000 52700.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 8.000 EACH| 3939.29000 31514.32| 3255.00000 26040.00| 3100.00000 24800.00 GUARDRAIL END TREATMENT, MS | | | 0081 601-97774 6.000 EACH| 2091.00000 12546.00| 2152.50000 12915.00| 2050.00000 12300.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0082 601-97803 4.000 EACH| 2091.00000 8364.00| 2152.50000 8610.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0083 601-99105 3628.000 m | 30.82000 111814.96| 31.73000 115116.44| 30.22000 109638.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0084 601-99106 8.000 m | 59.16000 473.28| 60.90000 487.20| 58.00000 464.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0085 601-99108 641.000 m | 47.94000 30729.54| 49.35000 31633.35| 47.00000 30127.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0087 601-99123 4.000 EACH| 1887.00000 7548.00| 1942.50000 7770.00| 1850.00000 7400.00 GUARDRAIL TRANSITION, GP | | | 0088 602-06639 1162.000 m | 61.45000 71404.90| 69.65000 80933.30| 70.40000 81804.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0089 602-06646 10780.000 m | 51.25000 552475.00| 67.26000 725062.80| 70.22000 756971.60 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 602-06729 36.000 EACH| 6.12000 220.32| 6.30000 226.80| 6.00000 216.00 BARRIER DELINEATOR | | | 0091 603-06040 16574.000 m | 9.95000 164911.30| 10.24000 169717.76| 9.75000 161596.50 FENCE, FARM FIELD, 1190 mm | | | 0092 603-06045 386.000 m | 25.04000 9665.44| 25.78000 9951.08| 24.55000 9476.30 FENCE, CHAIN LINK, 1220 mm | | | 0093 605-02042 4.000 EACH| 350.00000 1400.00| 576.35000 2305.40| 275.00000 1100.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0094 605-92887 996.000 m | 49.50000 49302.00| 37.68000 37529.28| 35.00000 34860.00 CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0095 605-94465 118.000 m2 | 110.00000 12980.00| 61.78000 7290.04| 80.00000 9440.00 CENTER CURB, CONCRETE | | | 0096 605-97305 2.000 EACH| 450.00000 900.00| 613.24000 1226.48| 275.00000 550.00 CURB AND GUTTER TURNOUT, COMBINED, | | | MODIFIED | | | 0097 610-05527 12.000 Mg | 55.11000 661.32| 126.00000 1512.00| 120.00000 1440.00 HMA FOR APPROACHES | | | 0098 610-05527 27800.000 Mg | 32.46000 902388.00| 31.50000 875700.00| 30.00000 834000.00 HMA FOR APPROACHES , TEMPORARY PAVEMENT | | | 0099 611-03393 6.000 EACH| 28810.78000 172864.68| 30450.00000 182700.00| 28151.00000 168906.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0100 611-04153 1.000 EACH| 11720.42000 11720.42| 6090.00000 6090.00| 18509.93000 18509.93 TEMPORARY CROSSOVER, B, REFURBISH | | | 0101 611-06497 1.000 EACH| 127.50000 127.50| 131.25000 131.25| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0102 611-52817 1.000 EACH| 30013.08000 30013.08| 36330.00000 36330.00| 27548.91000 27548.91 TEMPORARY CROSSOVER, B | | | 0104 615-06500 2.000 EACH| 331.50000 663.00| 341.25000 682.50| 325.00000 650.00 MONUMENT, A | | | 0105 615-06510 16.000 EACH| 229.50000 3672.00| 236.25000 3780.00| 225.00000 3600.00 MONUMENT, C | | | 0106 616-02320 7257.000 m2 | 2.32000 16836.24| 1.46000 10595.22| 3.32000 24093.24 GEOTEXTILES | | | 0107 616-06405 2918.000 Mg | 23.04000 67230.72| 23.18000 67639.24| 36.95000 107820.10 RIPRAP, REVETMENT | | | 0110 616-51367 458.800 m2 | 45.90000 21058.92| 47.25000 21678.30| 63.98000 29354.02 SLOPEWALL, CONCRETE, 100 mm | | | 0111 621-01004 4.000 EACH| 867.00000 3468.00| 892.50000 3570.00| 1150.00000 4600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 621-06545 36.000 Mg | 513.06000 18470.16| 528.15000 19013.40| 503.00000 18108.00 FERTILIZER | | | 0113 621-06548 55.000 kg | 40.80000 2244.00| 42.00000 2310.00| 40.00000 2200.00 SEED MIXTURE, CV | | | 0114 621-06553 7410.000 kg | 6.99000 51795.90| 7.19000 53277.90| 6.85000 50758.50 SEED MIXTURE, R | | | 0115 621-06557 450.000 kg | 13.01000 5854.50| 13.39000 6025.50| 12.75000 5737.50 SEED MIXTURE, T | | | 0116 621-06565 176.000 Mg | 394.74000 69474.24| 406.35000 71517.60| 387.00000 68112.00 MULCHING MATERIAL | | | 0117 621-06567 124.000 kL | 1.02000 126.48| 1.05000 130.20| 1.00000 124.00 WATER | | | 0119 621-06574 9967.000 m2 | 2.86000 28505.62| 2.94000 29302.98| 3.50000 34884.50 SODDING | | | 0120 701-98647 864.000 m | 61.20000 52876.80| 63.00000 54432.00| 135.00000 116640.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0121 702-51005 518.100 m3 | 408.00000 211384.80| 420.00000 217602.00| 485.50000 251537.55 CONCRETE, A, SUBSTRUCTURE | | | 0122 702-51015 20.800 m3 | 408.00000 8486.40| 420.00000 8736.00| 355.00000 7384.00 CONCRETE, B, FOOTINGS | | | 0123 702-51110 1754.000 kg | 7.14000 12523.56| 7.35000 12891.90| 5.02000 8805.08 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0124 702-51863 36.000 EACH| 15.30000 550.80| 15.75000 567.00| 12.50000 450.00 FIELD DRILLED HOLE IN CONCRETE | | | 0125 702-90915 3.600 m3 | 985.00000 3546.00| 735.00000 2646.00| 1683.02000 6058.87 CONCRETE, A | | | 0127 703-90976 30640.000 kg | 1.17000 35848.80| 1.21000 37074.40| 1.36000 41670.40 REINFORCING STEEL, GRADE 60 | | | 0128 703-96177 144197.000 kg | 1.28000 184572.16| 1.31000 188898.07| 1.50000 216295.50 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0129 704-51002 799.700 m3 | 428.40000 342591.48| 441.00000 352667.70| 475.00000 379857.50 CONCRETE, C, SUPERSTRUCTURE | | | 0130 706-01723 16.000 EACH| 1224.00000 19584.00| 1260.00000 20160.00| 1487.50000 23800.00 CONCRETE BRIDGE RAILING TRANSITION, TGB,| | | MODIFIED | | | 0131 706-51020 124.800 m3 | 408.00000 50918.40| 420.00000 52416.00| 575.00000 71760.00 CONCRETE, C, RAILING | | | 0132 707-51045 LUMP| 178500.00000 178500.00| 183750.00000 183750.00| 171014.60000 171014.60 CONCRETE STRUCTURAL MEMBERS , STR. NO. 1| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 707-51045 LUMP| 204000.00000 204000.00| 210000.00000 210000.00| 188493.75000 188493.75 CONCRETE STRUCTURAL MEMBERS , STR. NO. 4| | | 0134 709-51821 LUMP| 11617.80000 11617.80| 11959.50000 11959.50| 11230.76000 11230.76 SURFACE SEAL , STR. NO. 1 | | | 0135 709-51821 LUMP| 11158.80000 11158.80| 11487.00000 11487.00| 11500.04000 11500.04 SURFACE SEAL , STR. NO. 4 | | | 0136 711-51038 LUMP| 8976.00000 8976.00| 9240.00000 9240.00| 5612.00000 5612.00 STRUCTURAL STEEL (STR. NO. 2271-B) | | | 0137 711-51878 LUMP| 6120.00000 6120.00| 6300.00000 6300.00| 6910.00000 6910.00 JACKING AND SUPPORTING GIRDERS (STR. NO.| | | 2271-B) | | | 0138 712-04784 1.000 EACH| 8364.00000 8364.00| 8610.00000 8610.00| 2202.00000 2202.00 STRUCTURE NO. 1, MAINTAIN | | | 0139 712-04784 2.000 EACH| 9078.00000 18156.00| 9345.00000 18690.00| 3248.00000 6496.00 STRUCTURE NO. 2, MAINTAIN | | | 0140 712-04784 2.000 EACH| 18819.00000 37638.00| 26460.00000 52920.00| 16776.00000 33552.00 STRUCTURE NO. 3, MAINTAIN | | | 0141 713-97149 4.000 EACH| 32165.23000 128660.92| 73972.50000 295890.00| 44398.55000 177594.20 TEMPORARY RAMP | | | 0142 715-05019 468.000 m | 162.44000 76021.92| 175.35000 82063.80| 140.44000 65725.92 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0143 715-05022 32.000 m | 205.52000 6576.64| 203.70000 6518.40| 268.97000 8607.04 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0144 715-05029 35.000 m | 177.49000 6212.15| 244.65000 8562.75| 368.37000 12892.95 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0145 715-05048 37550.000 m | 7.14000 268107.00| 7.88000 295894.00| 6.98000 262099.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0146 715-05053 2194.000 m | 24.48000 53709.12| 18.48000 40545.12| 21.34000 46819.96 PIPE, UNDERDRAIN OUTLET, 150 mm , PVC | | | 0147 715-05054 293.000 m | 28.56000 8368.08| 19.53000 5722.29| 26.21000 7679.53 PIPE, UNDERDRAIN OUTLET, 200 mm , PVC | | | 0148 715-05118 741.000 m | 60.59000 44897.19| 69.30000 51351.30| 85.12000 63073.92 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0149 715-05119 69.000 m | 60.02000 4141.38| 77.70000 5361.30| 81.99000 5657.31 PIPE, TYPE 1, CIRCULAR, 375 mm , | | | TEMPORARY | | | 0150 715-05121 1.000 m | 200.00000 200.00| 161.70000 161.70| 1316.90000 1316.90 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0151 715-05123 138.000 m | 133.71000 18451.98| 115.50000 15939.00| 126.53000 17461.14 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 715-05123 10.000 m | 133.71000 1337.10| 173.25000 1732.50| 80.45000 804.50 PIPE, TYPE 1, CIRCULAR, 600 mm , | | | TEMPORARY | | | 0153 715-05233 17.000 m | 102.43000 1741.31| 169.05000 2873.85| 243.05000 4131.85 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0154 715-05234 97.000 m | 126.66000 12286.02| 217.35000 21082.95| 281.39000 27294.83 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0155 715-05235 34.000 m | 149.70000 5089.80| 231.00000 7854.00| 166.16000 5649.44 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0156 715-05236 95.000 m | 134.91000 12816.45| 232.05000 22044.75| 289.25000 27478.75 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0157 715-05239 93.000 m | 154.24000 14344.32| 261.45000 24314.85| 397.25000 36944.25 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0158 715-05243 35.000 m | 172.48000 6036.80| 323.40000 11319.00| 447.73000 15670.55 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0159 715-05275 78.000 m | 432.35000 33723.30| 936.60000 73054.80| 1128.31000 88008.18 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.70 | | | m2 | | | 0160 715-46000 25.000 EACH| 236.35000 5908.75| 189.00000 4725.00| 344.45000 8611.25 PIPE END SECTION, 300 mm | | | 0161 715-46010 1.000 EACH| 268.90000 268.90| 330.75000 330.75| 361.70000 361.70 PIPE END SECTION, 450 mm | | | 0162 715-46020 6.000 EACH| 310.41000 1862.46| 425.25000 2551.50| 389.90000 2339.40 PIPE END SECTION, 600 mm | | | 0163 715-46040 8.000 EACH| 608.68000 4869.44| 724.50000 5796.00| 1380.46000 11043.68 PIPE END SECTION, 900 mm | | | 0164 715-46070 2.000 EACH| 298.07000 596.14| 582.75000 1165.50| 943.46000 1886.92 PIPE END SECTION, 750 mm X 475 mm | | | 0165 715-46095 2.000 EACH| 467.49000 934.98| 656.25000 1312.50| 1428.13000 2856.26 PIPE END SECTION, MIN. AREA .60 m2 | | | 0166 715-46097 1.000 EACH| 698.44000 698.44| 840.00000 840.00| 1811.57000 1811.57 PIPE END SECTION, 1125 mm X 725 mm | | | 0167 715-97607 2.000 EACH| 367.78000 735.56| 582.75000 1165.50| 878.66000 1757.32 PIPE END SECTION, MIN. AREA .42 m2 | | | 0168 715-97704 320.000 m2 | 163.20000 52224.00| 168.00000 53760.00| 110.00000 35200.00 CONCRETE PIPE LINING , STR. NO. 40 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 718-04880 174.000 EACH| 612.00000 106488.00| 656.25000 114187.50| 630.95000 109785.30 OUTLET PROTECTOR, A | | | 0171 718-04881 209.000 EACH| 178.50000 37306.50| 152.25000 31820.25| 137.45000 28727.05 OUTLET PROTECTOR, B | | | 0172 718-94889 8503.000 m3 | 33.66000 286210.98| 26.25000 223203.75| 44.73000 380339.19 AGGREGATE FOR UNDERDRAINS, 8 | | | 0175 719-35000 50.000 m | 19.68000 984.00| 19.95000 997.50| 34.51000 1725.50 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0176 719-35001 50.000 m | 19.68000 984.00| 21.00000 1050.00| 32.63000 1631.50 PIPE, DRAINTILE, CLASS STANDARD, 100 mm | | | 0177 719-35005 50.000 m | 22.97000 1148.50| 22.05000 1102.50| 40.10000 2005.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0178 719-35010 50.000 m | 29.53000 1476.50| 24.15000 1207.50| 50.16000 2508.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0179 719-35011 50.000 m | 32.81000 1640.50| 26.25000 1312.50| 54.82000 2741.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0180 720-45025 1.000 EACH| 1707.93000 1707.93| 2110.50000 2110.50| 1792.01000 1792.01 INLET, D6 | | | 0181 720-45030 2.000 EACH| 1444.26000 2888.52| 1128.75000 2257.50| 1262.07000 2524.14 INLET, E7 | | | 0182 720-45065 3.000 EACH| 2796.17000 8388.51| 1764.00000 5292.00| 3062.76000 9188.28 INLET, N12 | | | 0183 720-45069 1.000 EACH| 2956.96000 2956.96| 2226.00000 2226.00| 3062.76000 3062.76 INLET, P12 | | | 0184 720-45070 27.000 EACH| 1541.05000 41608.35| 2457.00000 66339.00| 2096.76000 56612.52 INLET, P12A | | | 0185 724-03276 67.700 m | 290.70000 19680.39| 299.25000 20259.23| 352.18000 23842.59 EXPANSION JOINT SEALING SYSTEM | | | 0186 730-02397 6.000 EACH| 1298.71000 7792.26| 1417.50000 8505.00| 1977.30000 11863.80 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0187 730-02399 2.000 EACH| 1688.55000 3377.10| 1677.90000 3355.80| 2819.33000 5638.66 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0188 730-03476 4.000 EACH| 439.44000 1757.76| 714.00000 2856.00| 647.11000 2588.44 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0189 730-04222 4.000 EACH| 719.94000 2879.76| 1255.80000 5023.20| 1035.13000 4140.52 SAFETY METAL END SECTION, 4:1, 900 mm X | | | 600 mm | | | 0190 730-04226 3.000 EACH| 1832.78000 5498.34| 2110.50000 6331.50| 2969.98000 8909.94 SAFETY METAL END SECTION, 4:1, 1250 mm | | | X 750 mm | | | 0191 730-04228 4.000 EACH| 1242.61000 4970.44| 1683.15000 6732.60| 1919.80000 7679.20 SAFETY METAL END SECTION, 4:1, 1050 mm | | | X 675 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 730-04231 2.000 EACH| 2650.72000 5301.44| 2803.50000 5607.00| 3808.33000 7616.66 SAFETY METAL END SECTION, 4:1, 1425 mm | | | X 950 mm | | | 0193 801-01093 12.000 EACH| 4049.40000 48592.80| 4168.50000 50022.00| 2000.00000 24000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0194 801-01153 11998.000 m | 0.71000 8518.58| 0.74000 8878.52| 0.70000 8398.60 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0195 801-01154 29324.000 m | 0.10000 2932.40| 0.11000 3225.64| 0.10000 2932.40 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0196 801-01504 4.000 EACH| 74.46000 297.84| 76.65000 306.60| 73.00000 292.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0197 801-01505 4.000 EACH| 90.78000 363.12| 93.45000 373.80| 89.00000 356.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0198 801-05563 LUMP| 51759.90000 51759.90| 53282.25000 53282.25| 50745.00000 50745.00 INDIANA LANE MERGE SYSTEM | | | 0199 801-05564 2.000 EACH| 4192.20000 8384.40| 4315.50000 8631.00| 4110.00000 8220.00 INDIANA LANE MERGE SYSTEM, RELOCATE | | | 0200 801-06605 16.000 EACH| 295.80000 4732.80| 304.50000 4872.00| 290.00000 4640.00 BARRICADE, IIIA | | | 0201 801-06606 42.000 EACH| 295.80000 12423.60| 304.50000 12789.00| 290.00000 12180.00 BARRICADE, IIIB | | | 0202 801-06625 100.000 EACH| 138.72000 13872.00| 142.80000 14280.00| 136.00000 13600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0203 801-06640 80.000 EACH| 359.04000 28723.20| 369.60000 29568.00| 352.00000 28160.00 CONSTRUCTION SIGN, A | | | 0204 801-06643 40456.000 m | 3.88000 156969.28| 3.99000 161419.44| 3.80000 153732.80 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0205 801-06644 48776.000 m | 2.53000 123403.28| 2.60000 126817.60| 2.48000 120964.48 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0206 801-06645 39.000 EACH| 51.00000 1989.00| 52.50000 2047.50| 50.00000 1950.00 CONSTRUCTION SIGN, B | | | 0207 801-06710 3275.000 DAY | 13.26000 43426.50| 13.65000 44703.75| 9.00000 29475.00 FLASHING ARROW SIGN | | | 0208 801-06775 LUMP| 250270.10000 250270.10| 372602.95000 372602.95| 320297.80000 320297.80 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 801-09132 3200.000 DAY | 60.18000 192576.00| 61.95000 198240.00| 30.00000 96000.00 CHANGEABLE MESSAGE SIGN, FURNISH, | | | INSTALL AND MAINTAIN | | | 0210 801-96497 26.000 m | 15.30000 397.80| 15.75000 409.50| 15.00000 390.00 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 600 mm | | | 0211 801-97142 5490.000 m | 3.04000 16689.60| 3.13000 17183.70| 2.98000 16360.20 TEMPORARY PAVEMENT MARKING, I, BROKEN, | | | WHITE, 100 mm | | | 0212 801-97143 86.400 m | 24.28000 2097.79| 24.99000 2159.14| 23.80000 2056.32 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0213 801-97643 2110.000 m | 27.39000 57792.90| 28.19000 59480.90| 26.85000 56653.50 TEMPORARY BUZZ STRIPS | | | 0214 802-02293 30.871 m3 | 451.11000 13926.22| 524.98000 16206.66| 450.00000 13891.95 CONCRETE, SIGN FOUNDATION | | | 0215 802-02489 776.600 m | 21.72000 16867.75| 34.44000 26746.10| 25.00000 19415.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0216 802-03706 29.000 EACH| 225.68000 6544.72| 262.50000 7612.50| 140.00000 4060.00 SIGN PANEL, INSTALL | | | 0217 802-76015 14.864 m2 | 202.85000 3015.16| 183.70000 2730.52| 144.00000 2140.42 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0218 802-76025 35.050 m2 | 185.28000 6494.06| 126.00000 4416.30| 94.00000 3294.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0219 802-76035 78.160 m2 | 128.40000 10035.74| 136.50000 10668.84| 94.00000 7347.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0220 802-76045 6.480 m2 | 119.23000 772.61| 147.00000 952.56| 103.00000 667.44 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0221 802-76050 10.000 EACH| 220.25000 2202.50| 157.50000 1575.00| 75.00000 750.00 MILEPOST | | | 0222 802-76095 7983.060 kg | 3.90000 31133.93| 5.77000 46062.26| 3.80000 30335.63 STRUCTURAL STEEL, BREAKAWAY | | | 0223 802-99045 24.000 EACH| 158.54000 3804.96| 262.50000 6300.00| 30.00000 720.00 SIGN REMOUNTING | | | 0224 803-02310 538.149 kg | 1.76000 947.14| 5.77000 3105.12| 1.85000 995.58 REINFORCING STEEL, SIGN FOUNDATION | | | 0225 803-91084 1.000 EACH| 474.17000 474.17| 420.00000 420.00| 800.00000 800.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0226 803-94494 1.000 EACH| 2911.81000 2911.81| 2625.00000 2625.00| 3500.00000 3500.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0227 804-06771 452.000 EACH| 15.30000 6915.60| 15.75000 7119.00| 15.00000 6780.00 DELINEATOR POST, FLEXIBLE | | | 0228 805-01828 10.000 EACH| 509.78000 5097.80| 262.50000 2625.00| 210.00000 2100.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0229 805-06592 505.000 m | 41.44000 20927.20| 34.44000 17392.20| 28.00000 14140.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0230 805-78100 1.000 EACH| 7430.61000 7430.61| 7875.00000 7875.00| 6900.00000 6900.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0231 805-78205 5.000 EACH| 358.49000 1792.45| 399.00000 1995.00| 420.00000 2100.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0232 805-78230 1.000 EACH| 670.58000 670.58| 630.00000 630.00| 590.00000 590.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0233 805-78415 3.000 EACH| 1478.71000 4436.13| 1050.00000 3150.00| 1600.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0234 805-78420 3.000 EACH| 220.80000 662.40| 288.75000 866.25| 185.00000 555.00 DISCONNECT HANGER | | | 0235 805-78445 1.000 EACH| 367.09000 367.09| 472.50000 472.50| 475.00000 475.00 SIGNAL SERVICE | | | 0236 805-78467 16.000 m | 5.84000 93.44| 5.17000 82.72| 4.75000 76.00 SIGNAL CABLE, 3C 8GA. | | | 0237 805-78470 910.000 m | 2.33000 2120.30| 1.03000 937.30| 0.70000 637.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0238 805-78485 55.000 m | 3.79000 208.45| 3.10000 170.50| 2.80000 154.00 SIGNAL CABLE, 5C 14GA. | | | 0239 805-78490 251.000 m | 4.02000 1009.02| 3.44000 863.44| 3.10000 778.10 SIGNAL CABLE, 7C 14GA. | | | 0240 805-78510 620.000 m | 3.06000 1897.20| 2.07000 1283.40| 2.30000 1426.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0241 805-78785 7.000 EACH| 386.48000 2705.36| 399.00000 2793.00| 480.00000 3360.00 SIGNAL DETECTOR HOUSING | | | 0242 805-78795 270.000 m | 30.29000 8178.30| 31.00000 8370.00| 28.00000 7560.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0243 805-78906 4.000 EACH| 1707.99000 6831.96| 1890.00000 7560.00| 1300.00000 5200.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0244 805-78925 1.000 EACH| 586.37000 586.37| 735.00000 735.00| 540.00000 540.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 805-81060 4.000 EACH| 2797.26000 11189.04| 3570.00000 14280.00| 3100.00000 12400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0246 805-86810 2.000 EACH| 3202.58000 6405.16| 2625.00000 5250.00| 3600.00000 7200.00 SERVICE POINT, II | | | 0247 805-86820 22.000 EACH| 621.86000 13680.92| 577.50000 12705.00| 690.00000 15180.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0248 805-86889 750.000 m | 1.29000 967.50| 1.72000 1290.00| 0.13000 97.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0249 805-86920 65.000 EACH| 8.58000 557.70| 21.00000 1365.00| 14.00000 910.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0250 805-86925 12.000 EACH| 17.86000 214.32| 26.25000 315.00| 18.00000 216.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0251 805-86930 36.000 EACH| 6.22000 223.92| 15.75000 567.00| 7.00000 252.00 INSULATING LINK, NOT WATERPROOFED | | | 0252 805-86935 24.000 EACH| 14.08000 337.92| 21.00000 504.00| 17.00000 408.00 INSULATING LINK, WATERPROOFED | | | 0253 805-86955 13.000 EACH| 209.03000 2717.39| 52.50000 682.50| 130.00000 1690.00 CABLE DUCT MARKER | | | 0254 805-87746 1300.000 m | 6.22000 8086.00| 10.50000 13650.00| 2.20000 2860.00 AERIAL CABLE, TRIPLEX | | | 0255 805-90015 100.000 EACH| 11.22000 1122.00| 52.50000 5250.00| 25.00000 2500.00 POLE BANDS, STEEL | | | 0256 805-92455 2.000 EACH| 6067.31000 12134.62| 1002.75000 2005.50| 1200.00000 2400.00 FLASHER BEACON ASSEMBLY | | | 0257 805-92504 3.000 EACH| 240.19000 720.57| 236.25000 708.75| 210.00000 630.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0258 805-94295 2.000 EACH| 535.50000 1071.00| 262.50000 525.00| 320.00000 640.00 SIGNAL HEAD, RELOCATE | | | 0259 805-98335 3210.000 m | 14.68000 47122.80| 13.13000 42147.30| 15.00000 48150.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0260 805-98336 145.000 m | 14.74000 2137.30| 13.65000 1979.25| 14.00000 2030.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0261 806-53072 LUMP| 18354.37000 18354.37| 11550.00000 11550.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL | | | 0262 807-04309 1.000 EACH| 2320.47000 2320.47| 2310.00000 2310.00| 3200.00000 3200.00 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0263 807-78590 6.000 EACH| 450.26000 2701.56| 577.50000 3465.00| 600.00000 3600.00 HANDHOLE | | | 0264 807-82052 2.000 EACH| 934.54000 1869.08| 1575.00000 3150.00| 1400.00000 2800.00 UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0265 807-82400 3.000 EACH| 14610.65000 43831.95| 14700.00000 44100.00| 15000.00000 45000.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0266 807-84804 21.000 EACH| 996.67000 20930.07| 1260.00000 26460.00| 1200.00000 25200.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0267 807-84814 1.000 EACH| 1061.75000 1061.75| 1470.00000 1470.00| 1300.00000 1300.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0268 807-86620 22.000 EACH| 237.63000 5227.86| 262.50000 5775.00| 270.00000 5940.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0269 807-86665 18.000 EACH| 540.57000 9730.26| 682.50000 12285.00| 600.00000 10800.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0270 807-86750 4.000 EACH| 349.83000 1399.32| 420.00000 1680.00| 375.00000 1500.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0271 807-86830 3.000 EACH| 5466.08000 16398.24| 4725.00000 14175.00| 4900.00000 14700.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0272 807-86910 24.000 EACH| 30.09000 722.16| 26.25000 630.00| 29.00000 696.00 CONNECTOR KIT, UNFUSED | | | 0273 807-86915 26.000 EACH| 31.21000 811.46| 26.25000 682.50| 32.00000 832.00 CONNECTOR KIT, FUSED | | | 0274 807-86950 26.000 EACH| 47.21000 1227.46| 21.00000 546.00| 42.00000 1092.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0275 808-06701 603.000 m | 1.56000 940.68| 1.61000 970.83| 1.53000 922.59 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0276 808-06703 581.000 m | 1.71000 993.51| 1.76000 1022.56| 1.68000 976.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0277 808-06713 1600.000 m | 0.16000 256.00| 0.17000 272.00| 0.16000 256.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0278 808-06714 1600.000 m | 0.16000 256.00| 0.17000 272.00| 0.16000 256.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0279 808-06716 28365.000 m | 2.50000 70912.50| 2.57000 72898.05| 2.45000 69494.25 LINE, REMOVE | | | 0280 808-75051 9730.000 m | 4.03000 39211.90| 4.15000 40379.50| 3.95000 38433.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0281 808-75053 1702.000 m | 7.14000 12152.28| 7.35000 12509.70| 7.00000 11914.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0282 808-75054 19538.000 m | 4.03000 78738.14| 4.15000 81082.70| 3.95000 77175.10 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0283 808-75061 4430.000 m | 4.39000 19447.70| 4.52000 20023.60| 4.30000 19049.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0284 808-75067 40.000 m | 32.59000 1303.60| 33.55000 1342.00| 31.95000 1278.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0285 808-75245 308.000 m | 1.71000 526.68| 1.76000 542.08| 1.68000 517.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0286 808-75272 16.000 m | 6.89000 110.24| 7.09000 113.44| 6.75000 108.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0287 808-75297 33.000 m | 12.14000 400.62| 12.50000 412.50| 11.90000 392.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0288 808-75320 5.000 EACH| 52.02000 260.10| 53.55000 267.75| 51.00000 255.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0289 808-75325 4.000 EACH| 81.60000 326.40| 84.00000 336.00| 80.00000 320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0290 808-75510 299.000 m | 24.02000 7181.98| 24.73000 7394.27| 23.55000 7041.45 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0291 808-75996 1158.000 EACH| 1.00000 1158.00| 1.05000 1215.90| 2.50000 2895.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0292 808-75998 1158.000 EACH| 25.45000 29471.10| 26.20000 30339.60| 24.95000 28892.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0293 714-04733 99.060 m | 7242.00000 717392.52| 7455.00000 738492.30| 7886.33000 781219.85 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 4800MM X 4200MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1374866 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM|PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0294 714-03437 144.760 m2 | 714.00000 103358.64| 735.00000 106398.60| 474.89000 68745.08 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0295 501-05290 823.000 kg | 1.45000 1193.35| 1.35000 1111.05| 2.85000 2345.55 REINFORCING STEEL, PAVEMENT | | | 0296 616-06406 794.000 m2 | 14.71000 11679.74| 26.48000 21025.12| 27.52000 21850.88 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 23,179,677.96| $ 24,464,478.89| $ 24,794,660.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,179,677.96| $ 24,464,478.89| $ 24,794,660.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LIGHTING | | | 0001 105-01925 30.000 MOS | 900.00000 27000.00| 1300.00000 39000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 30.000 MOS | 670.00000 20100.00| 900.00000 27000.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 550000.00000 550000.00| 650000.00000 650000.00| CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1550000.00000 1550000.00| 1275000.00000 1275000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 220000.00000 220000.00| 130000.00000 130000.00| CLEARING RIGHT OF WAY | | | 0007 202-01032 4.000 EACH| 100.00000 400.00| 100.00000 400.00| SAND BARREL ARRAY, REMOVE | | | 0008 202-01447 29.000 EACH| 50.00000 1450.00| 50.00000 1450.00| GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0009 202-02240 128997.000 m2 | 4.75000 612735.75| 4.80000 619185.60| PAVEMENT, REMOVE | | | 0010 202-02241 7018.000 m | 2.50000 17545.00| 2.45000 17194.10| GUARDRAIL, REMOVE | | | 0011 202-02272 315.000 m | 20.00000 6300.00| 14.00000 4410.00| PAVED SIDE DITCH, REMOVE | | | 0012 202-02275 31.000 EACH| 150.00000 4650.00| 150.00000 4650.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-02286 2.000 EACH| 168000.00000 336000.00| 168000.00000 336000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-02286 2.000 EACH| 117000.00000 234000.00| 117000.00000 234000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0015 202-03281 180.000 h | 35.00000 6300.00| 50.00000 9000.00| STANDBY SERVICE | | | 0016 202-03783 2.000 EACH| 150.00000 300.00| 150.00000 300.00| SIGN, PANEL, REMOVE | | | 0017 202-51328 LUMP| 224000.00000 224000.00| 224000.00000 224000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0018 202-51328 LUMP| 296800.00000 296800.00| 296800.00000 296800.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-51368 52.300 m2 | 20.00000 1046.00| 20.00000 1046.00| SLOPEWALL, REMOVE | | | 0020 202-60820 7717.000 m2 | 1.25000 9646.25| 2.95000 22765.15| SURFACE MILLING, ASPHALT | | | 0021 202-74045 158.000 EACH| 50.00000 7900.00| 50.00000 7900.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0022 202-74080 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0023 202-86946 1.000 EACH| 250.00000 250.00| 250.00000 250.00| HANDHOLE, REMOVE | | | 0024 202-93763 14.000 EACH| 250.00000 3500.00| 250.00000 3500.00| LIGHT STANDARD AND FOUNDATION,REMOVE | | | 0025 202-95579 1.000 EACH| 150.00000 150.00| 150.00000 150.00| SERVICE POINT, REMOVE | | | 0026 202-97471 1.000 EACH| 20.00000 20.00| 20.00000 20.00| MARKER, CABLE DUCT, REMOVE | | | 0027 202-99187 16960.000 m | 1.55000 26288.00| 1.55000 26288.00| FENCE, FARM FIELD, REMOVE | | | 0028 203-02000 296610.000 m3 | 4.95000 1468219.50| 8.80000 2610168.00| EXCAVATION, COMMON | | | 0029 203-02045 3384.000 m3 | 6.00000 20304.00| 7.80000 26395.20| EXCAVATION FOR SUBGRADE TREATMENT | | | 0030 203-02080 8.134 km | 30000.00000 244020.00| 34250.00000 278589.50| LINEAR GRADING | | | 0031 203-03027 2000.000 m3 | 7.00000 14000.00| 12.00000 24000.00| UNSUITABLE SOIL EXCAVATION AND DISPOSAL | | | 0032 203-91878 750.000 m | 10.00000 7500.00| 24.00000 18000.00| LINEAR DITCH GRADING | | | 0033 205-02224 945.000 m | 5.25000 4961.25| 5.25000 4961.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0034 205-02226 14.000 m | 49.25000 689.50| 49.25000 689.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0035 205-02229 952.000 m | 8.20000 7806.40| 8.20000 7806.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0036 205-02232 20.000 m3 | 135.00000 2700.00| 40.00000 800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 205-02234 24.000 EACH| 60.00000 1440.00| 60.00000 1440.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0038 205-02236 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0039 205-03371 10.000 m3 | 90.00000 900.00| 90.00000 900.00| SEDIMENT REMOVE | | | 0040 206-51220 83.300 m3 | 190.00000 15827.00| 190.00000 15827.00| EXCAVATION, WET | | | 0041 206-51225 155.000 m3 | 90.00000 13950.00| 90.00000 13950.00| EXCAVATION, DRY | | | 0042 206-51235 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| COFFERDAM , STR. NO. 1 | | | 0044 211-02050 2000.000 m3 | 17.00000 34000.00| 16.00000 32000.00| B BORROW | | | 0045 211-02060 3650.500 m3 | 20.00000 73010.00| 20.00000 73010.00| B BORROW FOR STRUCTURE BACKFILL | | | 0046 213-52830 123.500 m3 | 100.00000 12350.00| 100.00000 12350.00| FLOWABLE MORTAR | | | 0047 213-52831 16.000 EACH| 50.00000 800.00| 50.00000 800.00| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0048 215-06458 54700.000 m3 | 13.00000 711100.00| 10.95000 598965.00| SUBGRADE, MODIFIED | | | 0050 303-52308 151890.000 Mg | 11.60000 1761924.00| 10.50000 1594845.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | (100% CRUSHED) | | | 0051 304-04403 32201.100 m3 | 45.00000 1449049.50| 38.00000 1223641.80| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0052 310-92470 64.000 m2 | 150.00000 9600.00| 125.00000 8000.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0053 401-05459 21558.000 Mg | 28.75000 619792.50| 28.75000 619792.50| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0054 401-05464 6249.000 Mg | 30.50000 190594.50| 30.50000 190594.50| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0055 401-05467 32177.000 m | 0.55000 17697.35| 0.37000 11905.49| MILLED HMA CORRUGATIONS | | | 0056 402-05468 1227.000 Mg | 37.50000 46012.50| 37.50000 46012.50| HMA BASE 25.0 mm, MAINLINE | | | 0057 402-05474 1987.000 Mg | 30.00000 59610.00| 30.00000 59610.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 402-05477 691.000 Mg | 41.50000 28676.50| 41.50000 28676.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0060 405-05517 65.000 Mg | 250.00000 16250.00| 250.00000 16250.00| ASPHALT FOR PRIME COAT | | | 0061 406-05520 26.000 Mg | 235.00000 6110.00| 235.00000 6110.00| ASPHALT FOR TACK COAT | | | 0062 501-02400 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| PROFILOGRAPH | | | 0063 501-03489 331.000 EACH| 20.00000 6620.00| 12.00000 3972.00| TIE BAR, RETROFIT | | | 0064 501-04771 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| CORING CONCRETE PAVEMENT | | | 0065 501-05093 994.800 m2 | 74.00000 73615.20| 74.00000 73615.20| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 325 mm | | | 0066 501-05240 28755.000 m | 25.00000 718875.00| 23.00000 661365.00| CONTRACTION JOINT, D1 | | | 0067 501-05310 95.800 m | 320.00000 30656.00| 360.00000 34488.00| TERMINAL JOINT | | | 0068 502-04777 135121.000 m2 | 31.00000 4188751.00| 29.81000 4027957.01| QA CEMENT CONCRETE PAVEMENT, PLAIN, 325 | | | mm | | | 0069 502-04959 23683.000 m2 | 35.00000 828905.00| 37.00000 876271.00| QA CEMENT CONCRETE PAVEMENT, PLAIN,300mm| | | 0070 601-01115 4.000 m | 99.00000 396.00| 99.00000 396.00| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0071 601-01522 26.000 EACH| 1175.00000 30550.00| 1175.00000 30550.00| GUARDRAIL TRANSITION TYPE TGB | | | 0072 601-02205 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0073 601-02206 200.000 m | 25.00000 5000.00| 25.00000 5000.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0074 601-04754 4.000 EACH| 13600.00000 54400.00| 13600.00000 54400.00| ENERGY ABSORBING TERMINAL | | | 0075 601-04756 1.000 EACH| 5600.00000 5600.00| 5600.00000 5600.00| ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0076 601-05999 6.000 EACH| 35.00000 210.00| 35.00000 210.00| CURVED TERMINAL END | | | 0077 601-06035 100.000 m | 29.00000 2900.00| 29.00000 2900.00| GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 601-94688 4.000 EACH| 6300.00000 25200.00| 6300.00000 25200.00| IMPACT ATTENUATOR, MP | | | 0079 601-94689 17.000 EACH| 3100.00000 52700.00| 3100.00000 52700.00| GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 8.000 EACH| 3100.00000 24800.00| 3100.00000 24800.00| GUARDRAIL END TREATMENT, MS | | | 0081 601-97774 6.000 EACH| 2050.00000 12300.00| 2050.00000 12300.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0082 601-97803 4.000 EACH| 2050.00000 8200.00| 2050.00000 8200.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0083 601-99105 3628.000 m | 30.22000 109638.16| 30.22000 109638.16| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0084 601-99106 8.000 m | 58.00000 464.00| 58.00000 464.00| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0085 601-99108 641.000 m | 47.00000 30127.00| 47.00000 30127.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0087 601-99123 4.000 EACH| 1850.00000 7400.00| 1850.00000 7400.00| GUARDRAIL TRANSITION, GP | | | 0088 602-06639 1162.000 m | 70.00000 81340.00| 90.00000 104580.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0089 602-06646 10780.000 m | 65.00000 700700.00| 75.00000 808500.00| TEMPORARY CONCRETE BARRIER | | | 0090 602-06729 36.000 EACH| 6.00000 216.00| 6.00000 216.00| BARRIER DELINEATOR | | | 0091 603-06040 16574.000 m | 9.75000 161596.50| 9.75000 161596.50| FENCE, FARM FIELD, 1190 mm | | | 0092 603-06045 386.000 m | 24.55000 9476.30| 24.55000 9476.30| FENCE, CHAIN LINK, 1220 mm | | | 0093 605-02042 4.000 EACH| 1500.00000 6000.00| 675.00000 2700.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0094 605-92887 996.000 m | 38.00000 37848.00| 36.25000 36105.00| CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0095 605-94465 118.000 m2 | 35.00000 4130.00| 60.00000 7080.00| CENTER CURB, CONCRETE | | | 0096 605-97305 2.000 EACH| 1800.00000 3600.00| 750.00000 1500.00| CURB AND GUTTER TURNOUT, COMBINED, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 610-05527 12.000 Mg | 120.00000 1440.00| 120.00000 1440.00| HMA FOR APPROACHES | | | 0098 610-05527 27800.000 Mg | 30.00000 834000.00| 30.00000 834000.00| HMA FOR APPROACHES , TEMPORARY PAVEMENT | | | 0099 611-03393 6.000 EACH| 10000.00000 60000.00| 24000.00000 144000.00| TEMPORARY CROSSOVER, B MODIFIED | | | 0100 611-04153 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| TEMPORARY CROSSOVER, B, REFURBISH | | | 0101 611-06497 1.000 EACH| 125.00000 125.00| 125.00000 125.00| MAILBOX ASSEMBLY, SINGLE | | | 0102 611-52817 1.000 EACH| 10000.00000 10000.00| 23500.00000 23500.00| TEMPORARY CROSSOVER, B | | | 0104 615-06500 2.000 EACH| 325.00000 650.00| 325.00000 650.00| MONUMENT, A | | | 0105 615-06510 16.000 EACH| 225.00000 3600.00| 225.00000 3600.00| MONUMENT, C | | | 0106 616-02320 7257.000 m2 | 3.00000 21771.00| 1.85000 13425.45| GEOTEXTILES | | | 0107 616-06405 2918.000 Mg | 20.00000 58360.00| 29.25000 85351.50| RIPRAP, REVETMENT | | | 0110 616-51367 458.800 m2 | 45.00000 20646.00| 45.00000 20646.00| SLOPEWALL, CONCRETE, 100 mm | | | 0111 621-01004 4.000 EACH| 850.00000 3400.00| 850.00000 3400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0112 621-06545 36.000 Mg | 503.00000 18108.00| 503.00000 18108.00| FERTILIZER | | | 0113 621-06548 55.000 kg | 40.00000 2200.00| 40.00000 2200.00| SEED MIXTURE, CV | | | 0114 621-06553 7410.000 kg | 6.85000 50758.50| 6.85000 50758.50| SEED MIXTURE, R | | | 0115 621-06557 450.000 kg | 12.75000 5737.50| 12.75000 5737.50| SEED MIXTURE, T | | | 0116 621-06565 176.000 Mg | 387.00000 68112.00| 387.00000 68112.00| MULCHING MATERIAL | | | 0117 621-06567 124.000 kL | 1.00000 124.00| 1.00000 124.00| WATER | | | 0119 621-06574 9967.000 m2 | 2.80000 27907.60| 2.80000 27907.60| SODDING | | | 0120 701-98647 864.000 m | 60.00000 51840.00| 60.00000 51840.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 702-51005 518.100 m3 | 400.00000 207240.00| 400.00000 207240.00| CONCRETE, A, SUBSTRUCTURE | | | 0122 702-51015 20.800 m3 | 400.00000 8320.00| 400.00000 8320.00| CONCRETE, B, FOOTINGS | | | 0123 702-51110 1754.000 kg | 7.00000 12278.00| 7.00000 12278.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0124 702-51863 36.000 EACH| 15.00000 540.00| 15.00000 540.00| FIELD DRILLED HOLE IN CONCRETE | | | 0125 702-90915 3.600 m3 | 500.00000 1800.00| 1300.00000 4680.00| CONCRETE, A | | | 0127 703-90976 30640.000 kg | 1.15000 35236.00| 1.15000 35236.00| REINFORCING STEEL, GRADE 60 | | | 0128 703-96177 144197.000 kg | 1.25000 180246.25| 1.25000 180246.25| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0129 704-51002 799.700 m3 | 420.00000 335874.00| 420.00000 335874.00| CONCRETE, C, SUPERSTRUCTURE | | | 0130 706-01723 16.000 EACH| 1200.00000 19200.00| 1200.00000 19200.00| CONCRETE BRIDGE RAILING TRANSITION, TGB,| | | MODIFIED | | | 0131 706-51020 124.800 m3 | 400.00000 49920.00| 400.00000 49920.00| CONCRETE, C, RAILING | | | 0132 707-51045 LUMP| 175000.00000 175000.00| 175000.00000 175000.00| CONCRETE STRUCTURAL MEMBERS , STR. NO. 1| | | 0133 707-51045 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| CONCRETE STRUCTURAL MEMBERS , STR. NO. 4| | | 0134 709-51821 LUMP| 11390.00000 11390.00| 11390.00000 11390.00| SURFACE SEAL , STR. NO. 1 | | | 0135 709-51821 LUMP| 10940.00000 10940.00| 10940.00000 10940.00| SURFACE SEAL , STR. NO. 4 | | | 0136 711-51038 LUMP| 8800.00000 8800.00| 8800.00000 8800.00| STRUCTURAL STEEL (STR. NO. 2271-B) | | | 0137 711-51878 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| JACKING AND SUPPORTING GIRDERS (STR. NO.| | | 2271-B) | | | 0138 712-04784 1.000 EACH| 8200.00000 8200.00| 8200.00000 8200.00| STRUCTURE NO. 1, MAINTAIN | | | 0139 712-04784 2.000 EACH| 8900.00000 17800.00| 8900.00000 17800.00| STRUCTURE NO. 2, MAINTAIN | | | 0140 712-04784 2.000 EACH| 15000.00000 30000.00| 30000.00000 60000.00| STRUCTURE NO. 3, MAINTAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 713-97149 4.000 EACH| 6000.00000 24000.00| 81500.00000 326000.00| TEMPORARY RAMP | | | 0142 715-05019 468.000 m | 150.00000 70200.00| 100.00000 46800.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0143 715-05022 32.000 m | 200.00000 6400.00| 168.00000 5376.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0144 715-05029 35.000 m | 400.00000 14000.00| 350.00000 12250.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0145 715-05048 37550.000 m | 7.00000 262850.00| 7.00000 262850.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0146 715-05053 2194.000 m | 24.00000 52656.00| 24.00000 52656.00| PIPE, UNDERDRAIN OUTLET, 150 mm , PVC | | | 0147 715-05054 293.000 m | 28.00000 8204.00| 28.00000 8204.00| PIPE, UNDERDRAIN OUTLET, 200 mm , PVC | | | 0148 715-05118 741.000 m | 75.00000 55575.00| 95.00000 70395.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0149 715-05119 69.000 m | 90.00000 6210.00| 96.00000 6624.00| PIPE, TYPE 1, CIRCULAR, 375 mm , | | | TEMPORARY | | | 0150 715-05121 1.000 m | 120.00000 120.00| 500.00000 500.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0151 715-05123 138.000 m | 135.00000 18630.00| 97.00000 13386.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0152 715-05123 10.000 m | 135.00000 1350.00| 120.00000 1200.00| PIPE, TYPE 1, CIRCULAR, 600 mm , | | | TEMPORARY | | | 0153 715-05233 17.000 m | 290.00000 4930.00| 210.00000 3570.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0154 715-05234 97.000 m | 320.00000 31040.00| 260.00000 25220.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0155 715-05235 34.000 m | 320.00000 10880.00| 240.00000 8160.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0156 715-05236 95.000 m | 320.00000 30400.00| 265.00000 25175.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0157 715-05239 93.000 m | 375.00000 34875.00| 315.00000 29295.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 715-05243 35.000 m | 420.00000 14700.00| 390.00000 13650.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0159 715-05275 78.000 m | 1200.00000 93600.00| 1060.00000 82680.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 3.70 | | | m2 | | | 0160 715-46000 25.000 EACH| 400.00000 10000.00| 200.00000 5000.00| PIPE END SECTION, 300 mm | | | 0161 715-46010 1.000 EACH| 500.00000 500.00| 225.00000 225.00| PIPE END SECTION, 450 mm | | | 0162 715-46020 6.000 EACH| 700.00000 4200.00| 300.00000 1800.00| PIPE END SECTION, 600 mm | | | 0163 715-46040 8.000 EACH| 900.00000 7200.00| 600.00000 4800.00| PIPE END SECTION, 900 mm | | | 0164 715-46070 2.000 EACH| 1200.00000 2400.00| 300.00000 600.00| PIPE END SECTION, 750 mm X 475 mm | | | 0165 715-46095 2.000 EACH| 1600.00000 3200.00| 850.00000 1700.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0166 715-46097 1.000 EACH| 1650.00000 1650.00| 850.00000 850.00| PIPE END SECTION, 1125 mm X 725 mm | | | 0167 715-97607 2.000 EACH| 1300.00000 2600.00| 550.00000 1100.00| PIPE END SECTION, MIN. AREA .42 m2 | | | 0168 715-97704 320.000 m2 | 160.00000 51200.00| 160.00000 51200.00| CONCRETE PIPE LINING , STR. NO. 40 | | | 0170 718-04880 174.000 EACH| 600.00000 104400.00| 600.00000 104400.00| OUTLET PROTECTOR, A | | | 0171 718-04881 209.000 EACH| 175.00000 36575.00| 175.00000 36575.00| OUTLET PROTECTOR, B | | | 0172 718-94889 8503.000 m3 | 33.00000 280599.00| 33.00000 280599.00| AGGREGATE FOR UNDERDRAINS, 8 | | | 0175 719-35000 50.000 m | 45.00000 2250.00| 29.71000 1485.50| PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0176 719-35001 50.000 m | 45.00000 2250.00| 8.00000 400.00| PIPE, DRAINTILE, CLASS STANDARD, 100 mm | | | 0177 719-35005 50.000 m | 45.00000 2250.00| 10.00000 500.00| PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0178 719-35010 50.000 m | 55.00000 2750.00| 12.00000 600.00| PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0179 719-35011 50.000 m | 55.00000 2750.00| 15.00000 750.00| PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0180 720-45025 1.000 EACH| 1300.00000 1300.00| 2000.00000 2000.00| INLET, D6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 720-45030 2.000 EACH| 900.00000 1800.00| 1600.00000 3200.00| INLET, E7 | | | 0182 720-45065 3.000 EACH| 3000.00000 9000.00| 3000.00000 9000.00| INLET, N12 | | | 0183 720-45069 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| INLET, P12 | | | 0184 720-45070 27.000 EACH| 1700.00000 45900.00| 2100.00000 56700.00| INLET, P12A | | | 0185 724-03276 67.700 m | 285.00000 19294.50| 285.00000 19294.50| EXPANSION JOINT SEALING SYSTEM | | | 0186 730-02397 6.000 EACH| 1800.00000 10800.00| 1400.00000 8400.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0187 730-02399 2.000 EACH| 2800.00000 5600.00| 1800.00000 3600.00| SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0188 730-03476 4.000 EACH| 800.00000 3200.00| 650.00000 2600.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0189 730-04222 4.000 EACH| 1200.00000 4800.00| 950.00000 3800.00| SAFETY METAL END SECTION, 4:1, 900 mm X | | | 600 mm | | | 0190 730-04226 3.000 EACH| 2700.00000 8100.00| 1950.00000 5850.00| SAFETY METAL END SECTION, 4:1, 1250 mm | | | X 750 mm | | | 0191 730-04228 4.000 EACH| 2000.00000 8000.00| 1350.00000 5400.00| SAFETY METAL END SECTION, 4:1, 1050 mm | | | X 675 mm | | | 0192 730-04231 2.000 EACH| 5000.00000 10000.00| 2750.00000 5500.00| SAFETY METAL END SECTION, 4:1, 1425 mm | | | X 950 mm | | | 0193 801-01093 12.000 EACH| 4000.00000 48000.00| 3970.00000 47640.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0194 801-01153 11998.000 m | 0.70000 8398.60| 0.70000 8398.60| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0195 801-01154 29324.000 m | 0.10000 2932.40| 0.10000 2932.40| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0196 801-01504 4.000 EACH| 73.00000 292.00| 73.00000 292.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0197 801-01505 4.000 EACH| 89.00000 356.00| 89.00000 356.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 801-05563 LUMP| 50745.00000 50745.00| 50745.00000 50745.00| INDIANA LANE MERGE SYSTEM | | | 0199 801-05564 2.000 EACH| 4110.00000 8220.00| 4110.00000 8220.00| INDIANA LANE MERGE SYSTEM, RELOCATE | | | 0200 801-06605 16.000 EACH| 290.00000 4640.00| 290.00000 4640.00| BARRICADE, IIIA | | | 0201 801-06606 42.000 EACH| 290.00000 12180.00| 290.00000 12180.00| BARRICADE, IIIB | | | 0202 801-06625 100.000 EACH| 136.00000 13600.00| 136.00000 13600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0203 801-06640 80.000 EACH| 352.00000 28160.00| 352.00000 28160.00| CONSTRUCTION SIGN, A | | | 0204 801-06643 40456.000 m | 3.80000 153732.80| 3.80000 153732.80| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0205 801-06644 48776.000 m | 2.48000 120964.48| 2.48000 120964.48| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0206 801-06645 39.000 EACH| 50.00000 1950.00| 50.00000 1950.00| CONSTRUCTION SIGN, B | | | 0207 801-06710 3275.000 DAY | 13.00000 42575.00| 10.00000 32750.00| FLASHING ARROW SIGN | | | 0208 801-06775 LUMP| 368000.00000 368000.00| 765000.00000 765000.00| MAINTAINING TRAFFIC | | | 0209 801-09132 3200.000 DAY | 59.00000 188800.00| 35.00000 112000.00| CHANGEABLE MESSAGE SIGN, FURNISH, | | | INSTALL AND MAINTAIN | | | 0210 801-96497 26.000 m | 15.00000 390.00| 15.00000 390.00| TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 600 mm | | | 0211 801-97142 5490.000 m | 2.98000 16360.20| 2.00000 10980.00| TEMPORARY PAVEMENT MARKING, I, BROKEN, | | | WHITE, 100 mm | | | 0212 801-97143 86.400 m | 23.80000 2056.32| 23.80000 2056.32| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0213 801-97643 2110.000 m | 26.85000 56653.50| 26.85000 56653.50| TEMPORARY BUZZ STRIPS | | | 0214 802-02293 30.871 m3 | 499.98000 15434.88| 500.00000 15435.50| CONCRETE, SIGN FOUNDATION | | | 0215 802-02489 776.600 m | 32.80000 25472.48| 32.80000 25472.48| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 802-03706 29.000 EACH| 250.00000 7250.00| 250.00000 7250.00| SIGN PANEL, INSTALL | | | 0217 802-76015 14.864 m2 | 174.95000 2600.46| 175.00000 2601.20| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0218 802-76025 35.050 m2 | 120.00000 4206.00| 120.00000 4206.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0219 802-76035 78.160 m2 | 130.00000 10160.80| 130.00000 10160.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0220 802-76045 6.480 m2 | 140.00000 907.20| 140.00000 907.20| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0221 802-76050 10.000 EACH| 150.00000 1500.00| 150.00000 1500.00| MILEPOST | | | 0222 802-76095 7983.060 kg | 5.50000 43906.83| 5.50000 43906.83| STRUCTURAL STEEL, BREAKAWAY | | | 0223 802-99045 24.000 EACH| 250.00000 6000.00| 250.00000 6000.00| SIGN REMOUNTING | | | 0224 803-02310 538.149 kg | 5.50000 2959.82| 5.50000 2959.82| REINFORCING STEEL, SIGN FOUNDATION | | | 0225 803-91084 1.000 EACH| 400.00000 400.00| 400.00000 400.00| OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0226 803-94494 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0227 804-06771 452.000 EACH| 15.00000 6780.00| 15.00000 6780.00| DELINEATOR POST, FLEXIBLE | | | 0228 805-01828 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| TRAFFIC SIGNAL HEAD, REALIGN | | | 0229 805-06592 505.000 m | 32.80000 16564.00| 32.80000 16564.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0230 805-78100 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0231 805-78205 5.000 EACH| 380.00000 1900.00| 380.00000 1900.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0232 805-78230 1.000 EACH| 600.00000 600.00| 600.00000 600.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 805-78415 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| SPAN, CATENARY, AND TETHER | | | 0234 805-78420 3.000 EACH| 275.00000 825.00| 275.00000 825.00| DISCONNECT HANGER | | | 0235 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| SIGNAL SERVICE | | | 0236 805-78467 16.000 m | 4.92000 78.72| 4.92000 78.72| SIGNAL CABLE, 3C 8GA. | | | 0237 805-78470 910.000 m | 0.98000 891.80| 0.98000 891.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0238 805-78485 55.000 m | 2.95000 162.25| 2.95000 162.25| SIGNAL CABLE, 5C 14GA. | | | 0239 805-78490 251.000 m | 3.26000 818.26| 3.28000 823.28| SIGNAL CABLE, 7C 14GA. | | | 0240 805-78510 620.000 m | 1.97000 1221.40| 1.97000 1221.40| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0241 805-78785 7.000 EACH| 380.00000 2660.00| 380.00000 2660.00| SIGNAL DETECTOR HOUSING | | | 0242 805-78795 270.000 m | 29.52000 7970.40| 29.52000 7970.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0243 805-78906 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0244 805-78925 1.000 EACH| 700.00000 700.00| 700.00000 700.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0245 805-81060 4.000 EACH| 3400.00000 13600.00| 3400.00000 13600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0246 805-86810 2.000 EACH| 2600.00000 5200.00| 2500.00000 5000.00| SERVICE POINT, II | | | 0247 805-86820 22.000 EACH| 550.00000 12100.00| 550.00000 12100.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0248 805-86889 750.000 m | 1.64000 1230.00| 1.64000 1230.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0249 805-86920 65.000 EACH| 20.00000 1300.00| 20.00000 1300.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0250 805-86925 12.000 EACH| 25.00000 300.00| 25.00000 300.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0251 805-86930 36.000 EACH| 15.00000 540.00| 15.00000 540.00| INSULATING LINK, NOT WATERPROOFED | | | 0252 805-86935 24.000 EACH| 20.00000 480.00| 20.00000 480.00| INSULATING LINK, WATERPROOFED | | | 0253 805-86955 13.000 EACH| 50.00000 650.00| 50.00000 650.00| CABLE DUCT MARKER | | | 0254 805-87746 1300.000 m | 10.00000 13000.00| 10.00000 13000.00| AERIAL CABLE, TRIPLEX | | | 0255 805-90015 100.000 EACH| 50.00000 5000.00| 50.00000 5000.00| POLE BANDS, STEEL | | | 0256 805-92455 2.000 EACH| 955.00000 1910.00| 955.00000 1910.00| FLASHER BEACON ASSEMBLY | | | 0257 805-92504 3.000 EACH| 225.00000 675.00| 225.00000 675.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0258 805-94295 2.000 EACH| 250.00000 500.00| 250.00000 500.00| SIGNAL HEAD, RELOCATE | | | 0259 805-98335 3210.000 m | 12.50000 40125.00| 12.50000 40125.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0260 805-98336 145.000 m | 13.00000 1885.00| 13.00000 1885.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0261 806-53072 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| TEMPORARY TRAFFIC SIGNAL | | | 0262 807-04309 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0263 807-78590 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| HANDHOLE | | | 0264 807-82052 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0265 807-82400 3.000 EACH| 14000.00000 42000.00| 14000.00000 42000.00| LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0266 807-84804 21.000 EACH| 1200.00000 25200.00| 1200.00000 25200.00| LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0267 807-84814 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0268 807-86620 22.000 EACH| 250.00000 5500.00| 250.00000 5500.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0269 807-86665 18.000 EACH| 650.00000 11700.00| 650.00000 11700.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0270 807-86750 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0271 807-86830 3.000 EACH| 4500.00000 13500.00| 4500.00000 13500.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0272 807-86910 24.000 EACH| 25.00000 600.00| 25.00000 600.00| CONNECTOR KIT, UNFUSED | | | 0273 807-86915 26.000 EACH| 25.00000 650.00| 25.00000 650.00| CONNECTOR KIT, FUSED | | | 0274 807-86950 26.000 EACH| 20.00000 520.00| 20.00000 520.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0275 808-06701 603.000 m | 1.53000 922.59| 1.53000 922.59| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0276 808-06703 581.000 m | 1.68000 976.08| 1.68000 976.08| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0277 808-06713 1600.000 m | 0.16000 256.00| 0.16000 256.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0278 808-06714 1600.000 m | 0.16000 256.00| 0.16000 256.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0279 808-06716 28365.000 m | 2.45000 69494.25| 2.45000 69494.25| LINE, REMOVE | | | 0280 808-75051 9730.000 m | 3.95000 38433.50| 3.95000 38433.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0281 808-75053 1702.000 m | 7.00000 11914.00| 7.00000 11914.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0282 808-75054 19538.000 m | 3.95000 77175.10| 3.95000 77175.10| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0283 808-75061 4430.000 m | 4.30000 19049.00| 4.30000 19049.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0284 808-75067 40.000 m | 31.95000 1278.00| 31.95000 1278.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 110 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25920449.89 ROUTE : I-69 CALL ORDER : 110 CONTRACT ID : R -23799-A COUNTIES : DEKALB LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 99-9995563 |(5) 34-4272670 | |ANGELO IAFRATE CONSTRUCTION |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 808-75245 308.000 m | 1.68000 517.44| 1.68000 517.44| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0286 808-75272 16.000 m | 6.75000 108.00| 6.75000 108.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0287 808-75297 33.000 m | 11.90000 392.70| 11.90000 392.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0288 808-75320 5.000 EACH| 51.00000 255.00| 51.00000 255.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0289 808-75325 4.000 EACH| 80.00000 320.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0290 808-75510 299.000 m | 23.55000 7041.45| 23.55000 7041.45| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0291 808-75996 1158.000 EACH| 24.95000 28892.10| 5.25000 6079.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0292 808-75998 1158.000 EACH| 2.00000 2316.00| 24.95000 28892.10| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0293 714-04733 99.060 m | 7100.00000 703326.00| 6915.00000 684999.90| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 4800MM X 4200MM | | | 0294 714-03437 144.760 m2 | 700.00000 101332.00| 630.00000 91198.80| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0295 501-05290 823.000 kg | 2.00000 1646.00| 1.50000 1234.50| REINFORCING STEEL, PAVEMENT | | | 0296 616-06406 794.000 m2 | 20.00000 15880.00| 22.00000 17468.00| RIPRAP, REVETMENT | | | SECTION TOTALS | $ 24,873,394.82| $ 25,956,790.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,873,394.82| $ 25,956,790.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : Q539003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,961,970.98 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,017,795.76 102.8453% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,115,255.80 107.8127% 4 35-1315965 FOX CONTRACTORS CORPORATION $ 2,143,273.33 109.2408% 5 35-1139301 E & B PAVING, INC. $ 2,172,619.84 110.7365% 6 35-1212938 ATLAS EXCAVATING, INC. $ 2,224,963.66 113.4045% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06790 12.000 MOS | 2448.84000 29386.08| 1900.00000 22800.00| 2787.24000 33446.88 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 32346.68000 32346.68| 32000.00000 32000.00| 64570.00000 64570.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 97912.00000 97912.00| 90000.00000 90000.00| 166058.00000 166058.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45587.93000 45587.93| 14000.00000 14000.00| 105000.00000 105000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 11207.000 m3 | 12.18000 136501.26| 12.20000 136725.40| 8.91000 99854.37 EXCAVATION, COMMON | | | 0006 203-02070 2000.000 m3 | 2.00000 4000.00| 12.00000 24000.00| 7.45000 14900.00 BORROW | | | 0007 203-03385 1.066 Mg | 85.00000 90.61| 78.00000 83.15| 110.00000 117.26 LIME | | | 0008 203-03387 23713.900 m2 | 2.50000 59284.75| 2.00000 47427.80| 2.74000 64976.09 LIME MODIFIED SOIL MIXTURE, 600 mm | | | 0009 205-02224 1067.000 m | 5.05000 5388.35| 5.00000 5335.00| 5.20000 5548.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 70.000 m | 9.18000 642.60| 9.00000 630.00| 9.45000 661.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 3.000 EACH| 76.53000 229.59| 77.00000 231.00| 78.75000 236.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02236 1.000 EACH| 76.53000 76.53| 77.00000 77.00| 78.75000 78.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 40.000 EACH| 20.41000 816.40| 21.00000 840.00| 21.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 211-02060 2022.000 m3 | 12.26000 24789.72| 21.20000 42866.40| 25.04000 50630.88 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 1400.000 Mg | 14.94000 20916.00| 16.00000 22400.00| 15.90000 22260.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-05437 10316.000 Mg | 29.00000 299164.00| 32.00000 330112.00| 29.40000 303290.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05454 3913.000 Mg | 32.00000 125216.00| 34.00000 133042.00| 33.08000 129442.04 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-05456 1780.000 Mg | 47.00000 83660.00| 47.00000 83660.00| 48.30000 85974.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-06264 LUMP| 1500.00000 1500.00| 4600.00000 4600.00| 1575.00000 1575.00 PROFILOGRAPH, HMA | | | 0020 402-05470 5960.000 Mg | 24.00000 143040.00| 26.00000 154960.00| 25.20000 150192.00 HMA BASE C25.0 mm, MAINLINE | | | 0021 406-05520 24.400 Mg | 155.00000 3782.00| 135.00000 3294.00| 162.75000 3971.10 ASPHALT FOR TACK COAT | | | 0022 604-05528 998.000 Mg | 34.00000 33932.00| 40.00000 39920.00| 35.70000 35628.60 SIDEWALK, HMA | | | 0023 605-06120 2034.000 m | 25.83000 52538.22| 30.00000 61020.00| 21.12000 42958.08 CURB, CONCRETE | | | 0024 605-06200 29.000 m | 185.68000 5384.72| 138.00000 4002.00| 84.73000 2457.17 CENTER CURB, A, CONCRETE | | | 0025 605-06255 477.000 m2 | 66.47000 31706.19| 59.00000 28143.00| 57.27000 27317.79 CENTER CURB, D, CONCRETE | | | 0026 605-92887 2903.000 m | 25.89000 75158.67| 27.00000 78381.00| 25.29000 73416.87 CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0027 610-05527 9.500 Mg | 150.00000 1425.00| 75.00000 712.50| 157.50000 1496.25 HMA FOR APPROACHES | | | 0028 611-05330 755.000 m2 | 36.66000 27678.30| 34.50000 26047.50| 35.24000 26606.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 2.000 EACH| 132.65000 265.30| 215.00000 430.00| 131.25000 262.50 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 1.000 EACH| 408.16000 408.16| 260.00000 260.00| 420.00000 420.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06510 2.000 EACH| 484.69000 969.38| 260.00000 520.00| 498.75000 997.50 MONUMENT, C | | | 0032 615-06527 2.000 EACH| 387.75000 775.50| 400.00000 800.00| 399.00000 798.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 450.000 m2 | 4.53000 2038.50| 3.00000 1350.00| 2.05000 922.50 GEOTEXTILES | | | 0034 616-06405 418.000 Mg | 21.42000 8953.56| 33.00000 13794.00| 15.57000 6508.26 RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 765.30000 765.30| 750.00000 750.00| 787.50000 787.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.902 Mg | 670.00000 604.34| 670.00000 604.34| 691.95000 624.14 FERTILIZER | | | 0037 621-06554 165.500 kg | 10.10000 1671.55| 10.00000 1655.00| 10.40000 1721.20 SEED MIXTURE, U | | | 0038 621-06567 201.000 kL | 1.02000 205.02| 1.00000 201.00| 1.05000 211.05 WATER | | | 0039 621-06574 10053.000 m2 | 2.86000 28751.58| 2.50000 25132.50| 2.94000 29555.82 SODDING | | | 0040 621-98503 4.500 Mg | 517.34000 2328.03| 510.00000 2295.00| 532.35000 2395.58 MULCH MATERIAL | | | 0041 701-44245 253.400 kg | 6.00000 1520.40| 3.00000 760.20| 8.84000 2240.06 REINFORCING STEEL FOR STRUCTURES | | | 0042 702-90915 12.900 m3 | 866.66000 11179.91| 1700.00000 21930.00| 700.00000 9030.00 CONCRETE, A | | | 0043 714-06319 38.000 m | 2817.67000 107071.46| 2600.00000 98800.00| 2700.00000 102600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1500 mm | | | 0044 715-05019 72.000 m | 188.10000 13543.20| 131.00000 9432.00| 125.40000 9028.80 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05028 77.700 m | 86.00000 6682.20| 66.00000 5128.20| 57.26000 4449.10 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05032 447.000 m | 69.81000 31205.07| 72.00000 32184.00| 58.58000 26185.26 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05048 2958.000 m | 6.58000 19463.64| 8.50000 25143.00| 5.64000 16683.12 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05152 312.900 m | 59.67000 18670.74| 60.00000 18774.00| 55.88000 17484.85 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0049 715-05154 100.000 m | 86.00000 8600.00| 95.00000 9500.00| 85.45000 8545.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05156 110.600 m | 105.80000 11701.48| 151.00000 16700.60| 97.81000 10817.79 PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-46020 2.000 EACH| 328.07000 656.14| 425.00000 850.00| 355.14000 710.28 PIPE END SECTION, 600 mm | | | 0052 715-46040 4.000 EACH| 642.42000 2569.68| 750.00000 3000.00| 609.24000 2436.96 PIPE END SECTION, 900 mm | | | 0053 718-52610 594.600 m3 | 29.85000 17748.81| 22.75000 13527.15| 27.97000 16630.96 AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 7986.500 m2 | 1.38000 11021.37| 0.80000 6389.20| 1.16000 9264.34 GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-44000 4.000 EACH| 467.57000 1870.28| 500.00000 2000.00| 185.74000 742.96 CASTING, ADJUST TO GRADE | | | 0056 720-45030 1.000 EACH| 648.16000 648.16| 1150.00000 1150.00| 807.31000 807.31 INLET, E7 | | | 0057 720-45045 8.000 EACH| 891.26000 7130.08| 1350.00000 10800.00| 1034.79000 8278.32 INLET, J10 | | | 0058 720-45055 8.000 EACH| 891.26000 7130.08| 1350.00000 10800.00| 1034.79000 8278.32 INLET, M10 | | | 0059 720-45410 9.000 EACH| 1074.01000 9666.09| 1900.00000 17100.00| 1600.00000 14400.00 MANHOLE, C4 | | | 0060 720-95422 4.000 EACH| 1586.44000 6345.76| 3100.00000 12400.00| 2069.10000 8276.40 MANHOLE, J4 | | | 0061 720-98174 4.000 EACH| 1289.76000 5159.04| 1750.00000 7000.00| 1694.00000 6776.00 INLET, B15 | | | 0062 720-98555 6.000 EACH| 1311.06000 7866.36| 1700.00000 10200.00| 1719.41000 10316.46 INLET, C15 | | | 0063 801-04308 12.000 EACH| 306.12000 3673.44| 309.00000 3708.00| 315.00000 3780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06049 370.000 m | 1.17000 432.90| 1.20000 444.00| 1.21000 447.70 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0065 801-06606 54.000 EACH| 96.94000 5234.76| 98.00000 5292.00| 99.75000 5386.50 BARRICADE, IIIB | | | 0066 801-06640 24.000 EACH| 102.04000 2448.96| 103.00000 2472.00| 105.00000 2520.00 CONSTRUCTION SIGN, A | | | 0067 801-06643 156.500 m | 4.02000 629.13| 4.00000 626.00| 4.14000 647.91 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0068 801-06644 473.000 m | 4.02000 1901.46| 4.00000 1892.00| 4.14000 1958.22 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0069 801-06645 2.000 EACH| 30.61000 61.22| 31.00000 62.00| 31.50000 63.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 801-06775 LUMP| 28230.70000 28230.70| 30000.00000 30000.00| 19650.99000 19650.99 MAINTAINING TRAFFIC | | | 0071 802-02489 23.100 m | 34.00000 785.40| 33.00000 762.30| 34.00000 785.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 2.920 m2 | 178.00000 519.76| 138.00000 402.96| 178.02000 519.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 802-76035 3.240 m2 | 189.00000 612.36| 140.00000 453.60| 189.55000 614.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 805-01842 3.000 EACH| 764.39000 2293.17| 681.00000 2043.00| 786.57000 2359.71 HANDHOLE, SIGNAL | | | 0075 805-06592 637.000 m | 37.36000 23798.32| 31.00000 19747.00| 38.44000 24486.28 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0076 805-78106 1.000 EACH| 6917.44000 6917.44| 7000.00000 7000.00| 7118.11000 7118.11 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0077 805-78205 8.000 EACH| 346.05000 2768.40| 425.00000 3400.00| 356.09000 2848.72 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78215 4.000 EACH| 352.29000 1409.16| 425.00000 1700.00| 362.51000 1450.04 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 1117.93000 4471.72| 1150.00000 4600.00| 1150.36000 4601.44 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 213.76000 855.04| 171.00000 684.00| 219.96000 879.84 DISCONNECT HANGER | | | 0081 805-78465 55.000 m | 4.12000 226.60| 0.50000 27.50| 4.24000 233.20 SIGNAL CABLE, 2C 8GA. | | | 0082 805-78467 9.700 m | 4.20000 40.74| 3.00000 29.10| 4.24000 41.13 SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 1646.400 m | 0.40000 658.56| 1.40000 2304.96| 0.35000 576.24 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78485 170.700 m | 7.70000 1314.39| 5.00000 853.50| 7.85000 1340.00 SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 162.000 m | 7.40000 1198.80| 5.00000 810.00| 7.61000 1232.82 SIGNAL CABLE, 7C 14GA. | | | 0086 805-78510 529.000 m | 3.18000 1682.22| 3.00000 1587.00| 3.28000 1735.12 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78784 12.000 EACH| 148.28000 1779.36| 150.00000 1800.00| 152.59000 1831.08 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 805-78785 12.000 EACH| 650.60000 7807.20| 560.00000 6720.00| 669.47000 8033.64 SIGNAL DETECTOR HOUSING | | | 0089 805-78795 519.600 m | 23.00000 11950.80| 19.00000 9872.40| 23.26000 12085.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78906 4.000 EACH| 1584.00000 6336.00| 1380.00000 5520.00| 1629.95000 6519.80 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0091 805-78925 1.000 EACH| 932.45000 932.45| 840.00000 840.00| 959.50000 959.50 CONTROLLER CABINET FOUNDATION, P1 | | | 0092 805-81032 4.000 EACH| 2332.32000 9329.28| 2430.00000 9720.00| 2399.97000 9599.88 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0093 805-86805 1.000 EACH| 2228.71000 2228.71| 425.00000 425.00| 2293.36000 2293.36 SERVICE POINT, I | | | 0094 805-86810 1.000 EACH| 2936.33000 2936.33| 3225.00000 3225.00| 3021.51000 3021.51 SERVICE POINT, II | | | 0095 805-86889 910.000 m | 0.94000 855.40| 0.25000 227.50| 0.97000 882.70 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0096 805-86920 93.000 EACH| 13.74000 1277.82| 10.00000 930.00| 14.14000 1315.02 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0097 805-86925 8.000 EACH| 18.26000 146.08| 17.00000 136.00| 18.78000 150.24 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0098 805-86930 70.000 EACH| 12.69000 888.30| 5.00000 350.00| 13.06000 914.20 INSULATING LINK, NOT WATERPROOFED | | | 0099 805-86935 12.000 EACH| 14.31000 171.72| 17.00000 204.00| 14.72000 176.64 INSULATING LINK, WATERPROOFED | | | 0100 805-98335 3988.000 m | 13.02000 51923.76| 12.60000 50248.80| 13.40000 53439.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0101 805-98336 378.000 m | 22.53000 8516.34| 11.30000 4271.40| 23.18000 8762.04 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0102 807-02191 2.000 EACH| 522.60000 1045.20| 680.00000 1360.00| 537.76000 1075.52 HANDHOLE, LIGHTING | | | 0103 807-02428 35.000 EACH| 713.29000 24965.15| 650.00000 22750.00| 733.98000 25689.30 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0104 807-83592 33.000 EACH| 765.20000 25251.60| 750.00000 24750.00| 787.40000 25984.20 LIGHT POLE, 10.4 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 807-83612 1.000 EACH| 937.96000 937.96| 940.00000 940.00| 965.17000 965.17 LIGHT POLE, 10.4 m E.M.H., 5.5 m MAST | | | ARM, ANCHOR BASE | | | 0106 807-83616 1.000 EACH| 958.78000 958.78| 960.00000 960.00| 986.59000 986.59 LIGHT POLE, 10.4 m E.M.H., 6.1 m MAST | | | ARM, ANCHOR BASE | | | 0107 807-86615 35.000 EACH| 186.29000 6520.15| 206.50000 7227.50| 191.70000 6709.50 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0108 807-86910 35.000 EACH| 30.09000 1053.15| 30.00000 1050.00| 30.96000 1083.60 CONNECTOR KIT, UNFUSED | | | 0109 807-86915 35.000 EACH| 31.21000 1092.35| 31.00000 1085.00| 32.12000 1124.20 CONNECTOR KIT, FUSED | | | 0110 808-06701 731.900 m | 1.00000 731.90| 1.00000 731.90| 1.03000 753.86 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0112 808-75297 78.200 m | 16.50000 1290.30| 17.00000 1329.40| 17.22000 1346.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0113 808-75320 10.000 EACH| 51.02000 510.20| 51.00000 510.00| 52.50000 525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 10.000 EACH| 61.22000 612.20| 61.00000 610.00| 63.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-06703 431.000 m | 0.97000 418.07| 1.00000 431.00| 1.00000 431.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | SECTION TOTALS | $ 1,961,970.98| $ 2,017,795.76| $ 2,115,255.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,961,970.98| $ 2,017,795.76| $ 2,115,255.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06790 12.000 MOS | 1200.00000 14400.00| 1850.00000 22200.00| 1050.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 33000.00000 33000.00| 32900.00000 32900.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 106000.00000 106000.00| 108000.00000 108000.00| 84700.00000 84700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 11207.000 m3 | 9.90000 110949.30| 9.90000 110949.30| 17.00000 190519.00 EXCAVATION, COMMON | | | 0006 203-02070 2000.000 m3 | 12.80000 25600.00| 12.80000 25600.00| 6.75000 13500.00 BORROW | | | 0007 203-03385 1.066 Mg | 81.00000 86.35| 78.00000 83.15| 2000.00000 2132.00 LIME | | | 0008 203-03387 23713.900 m2 | 2.05000 48613.50| 1.97000 46716.38| 2.25000 53356.28 LIME MODIFIED SOIL MIXTURE, 600 mm | | | 0009 205-02224 1067.000 m | 5.00000 5335.00| 4.95000 5281.65| 5.50000 5868.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 70.000 m | 9.50000 665.00| 9.00000 630.00| 9.50000 665.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 3.000 EACH| 77.00000 231.00| 75.00000 225.00| 80.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 1.000 EACH| 77.00000 77.00| 75.00000 75.00| 80.00000 80.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 40.000 EACH| 23.00000 920.00| 20.00000 800.00| 22.00000 880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 211-02060 2022.000 m3 | 25.70000 51965.40| 25.70000 51965.40| 21.00000 42462.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 1400.000 Mg | 17.10000 23940.00| 17.10000 23940.00| 15.00000 21000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-05437 10316.000 Mg | 33.20000 342491.20| 33.00000 340428.00| 34.00000 350744.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05454 3913.000 Mg | 35.30000 138128.90| 36.00000 140868.00| 37.00000 144781.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 401-05456 1780.000 Mg | 48.80000 86864.00| 52.00000 92560.00| 52.00000 92560.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-06264 LUMP| 4800.00000 4800.00| 3500.00000 3500.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0020 402-05470 5960.000 Mg | 27.00000 160920.00| 27.00000 160920.00| 31.00000 184760.00 HMA BASE C25.0 mm, MAINLINE | | | 0021 406-05520 24.400 Mg | 140.00000 3416.00| 185.00000 4514.00| 175.00000 4270.00 ASPHALT FOR TACK COAT | | | 0022 604-05528 998.000 Mg | 41.50000 41417.00| 40.00000 39920.00| 44.00000 43912.00 SIDEWALK, HMA | | | 0023 605-06120 2034.000 m | 31.15000 63359.10| 30.00000 61020.00| 22.50000 45765.00 CURB, CONCRETE | | | 0024 605-06200 29.000 m | 143.00000 4147.00| 100.00000 2900.00| 144.00000 4176.00 CENTER CURB, A, CONCRETE | | | 0025 605-06255 477.000 m2 | 61.00000 29097.00| 85.00000 40545.00| 43.00000 20511.00 CENTER CURB, D, CONCRETE | | | 0026 605-92887 2903.000 m | 28.00000 81284.00| 26.00000 75478.00| 26.00000 75478.00 CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0027 610-05527 9.500 Mg | 78.00000 741.00| 150.00000 1425.00| 173.00000 1643.50 HMA FOR APPROACHES | | | 0028 611-05330 755.000 m2 | 35.80000 27029.00| 35.00000 26425.00| 35.00000 26425.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 2.000 EACH| 187.00000 374.00| 175.00000 350.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 1.000 EACH| 602.00000 602.00| 350.00000 350.00| 450.00000 450.00 MONUMENT, B | | | 0031 615-06510 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 550.00000 1100.00 MONUMENT, C | | | 0032 615-06527 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 450.000 m2 | 2.95000 1327.50| 2.95000 1327.50| 3.95000 1777.50 GEOTEXTILES | | | 0034 616-06405 418.000 Mg | 25.70000 10742.60| 25.70000 10742.60| 19.00000 7942.00 RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 1800.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.902 Mg | 659.00000 594.42| 659.00000 594.42| 700.00000 631.40 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-06554 165.500 kg | 9.90000 1638.45| 9.90000 1638.45| 11.00000 1820.50 SEED MIXTURE, U | | | 0038 621-06567 201.000 kL | 1.00000 201.00| 1.00000 201.00| 1.10000 221.10 WATER | | | 0039 621-06574 10053.000 m2 | 2.80000 28148.40| 2.80000 28148.40| 3.25000 32672.25 SODDING | | | 0040 621-98503 4.500 Mg | 507.00000 2281.50| 507.00000 2281.50| 580.00000 2610.00 MULCH MATERIAL | | | 0041 701-44245 253.400 kg | 2.70000 684.18| 2.65000 671.51| 21.65000 5486.11 REINFORCING STEEL FOR STRUCTURES | | | 0042 702-90915 12.900 m3 | 610.00000 7869.00| 600.00000 7740.00| 870.00000 11223.00 CONCRETE, A | | | 0043 714-06319 38.000 m | 3550.00000 134900.00| 3652.00000 138776.00| 3000.00000 114000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1500 mm | | | 0044 715-05019 72.000 m | 193.00000 13896.00| 193.00000 13896.00| 145.00000 10440.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05028 77.700 m | 118.00000 9168.60| 118.00000 9168.60| 175.00000 13597.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05032 447.000 m | 101.00000 45147.00| 101.00000 45147.00| 115.00000 51405.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05048 2958.000 m | 8.50000 25143.00| 8.50000 25143.00| 7.35000 21741.30 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05152 312.900 m | 106.00000 33167.40| 106.00000 33167.40| 98.00000 30664.20 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0049 715-05154 100.000 m | 131.00000 13100.00| 131.00000 13100.00| 122.00000 12200.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05156 110.600 m | 171.00000 18912.60| 171.00000 18912.60| 135.00000 14931.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0051 715-46020 2.000 EACH| 405.00000 810.00| 405.00000 810.00| 330.00000 660.00 PIPE END SECTION, 600 mm | | | 0052 715-46040 4.000 EACH| 670.00000 2680.00| 670.00000 2680.00| 800.00000 3200.00 PIPE END SECTION, 900 mm | | | 0053 718-52610 594.600 m3 | 34.00000 20216.40| 34.00000 20216.40| 33.50000 19919.10 AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 7986.500 m2 | 1.65000 13177.73| 1.65000 13177.73| 1.60000 12778.40 GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-44000 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 400.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0056 720-45030 1.000 EACH| 1460.00000 1460.00| 1460.00000 1460.00| 1300.00000 1300.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 720-45045 8.000 EACH| 1700.00000 13600.00| 1700.00000 13600.00| 1450.00000 11600.00 INLET, J10 | | | 0058 720-45055 8.000 EACH| 1700.00000 13600.00| 1700.00000 13600.00| 1650.00000 13200.00 INLET, M10 | | | 0059 720-45410 9.000 EACH| 2120.00000 19080.00| 2120.00000 19080.00| 1500.00000 13500.00 MANHOLE, C4 | | | 0060 720-95422 4.000 EACH| 4150.00000 16600.00| 4150.00000 16600.00| 2300.00000 9200.00 MANHOLE, J4 | | | 0061 720-98174 4.000 EACH| 2250.00000 9000.00| 2250.00000 9000.00| 1900.00000 7600.00 INLET, B15 | | | 0062 720-98555 6.000 EACH| 2250.00000 13500.00| 2250.00000 13500.00| 2000.00000 12000.00 INLET, C15 | | | 0063 801-04308 12.000 EACH| 312.00000 3744.00| 300.00000 3600.00| 345.00000 4140.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06049 370.000 m | 3.00000 1110.00| 1.15000 425.50| 1.30000 481.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0065 801-06606 54.000 EACH| 99.00000 5346.00| 95.00000 5130.00| 110.00000 5940.00 BARRICADE, IIIB | | | 0066 801-06640 24.000 EACH| 104.00000 2496.00| 100.00000 2400.00| 110.00000 2640.00 CONSTRUCTION SIGN, A | | | 0067 801-06643 156.500 m | 4.10000 641.65| 3.94000 616.61| 4.25000 665.13 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0068 801-06644 473.000 m | 4.10000 1939.30| 3.94000 1863.62| 4.25000 2010.25 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0069 801-06645 2.000 EACH| 31.20000 62.40| 30.00000 60.00| 32.00000 64.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 22000.00000 22000.00| 46000.00000 46000.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0071 802-02489 23.100 m | 33.20000 766.92| 32.00000 739.20| 34.00000 785.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 2.920 m2 | 140.00000 408.80| 134.00000 391.28| 145.00000 423.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 802-76035 3.240 m2 | 142.00000 460.08| 136.00000 440.64| 145.00000 469.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 805-01842 3.000 EACH| 685.00000 2055.00| 660.00000 1980.00| 750.00000 2250.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-06592 637.000 m | 31.10000 19810.70| 30.00000 19110.00| 33.00000 21021.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0076 805-78106 1.000 EACH| 7170.00000 7170.00| 6905.00000 6905.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0077 805-78205 8.000 EACH| 425.00000 3400.00| 410.00000 3280.00| 450.00000 3600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78215 4.000 EACH| 431.00000 1724.00| 415.00000 1660.00| 450.00000 1800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 1190.00000 4760.00| 1148.00000 4592.00| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 176.00000 704.00| 170.00000 680.00| 190.00000 760.00 DISCONNECT HANGER | | | 0081 805-78465 55.000 m | 0.52000 28.60| 0.50000 27.50| 0.55000 30.25 SIGNAL CABLE, 2C 8GA. | | | 0082 805-78467 9.700 m | 3.07000 29.78| 2.95000 28.62| 3.35000 32.50 SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 1646.400 m | 1.40000 2304.96| 1.35000 2222.64| 1.50000 2469.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78485 170.700 m | 4.70000 802.29| 4.50000 768.15| 5.00000 853.50 SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 162.000 m | 5.00000 810.00| 4.80000 777.60| 5.10000 826.20 SIGNAL CABLE, 7C 14GA. | | | 0086 805-78510 529.000 m | 3.00000 1587.00| 2.90000 1534.10| 3.25000 1719.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78784 12.000 EACH| 150.00000 1800.00| 145.00000 1740.00| 160.00000 1920.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0088 805-78785 12.000 EACH| 570.00000 6840.00| 550.00000 6600.00| 600.00000 7200.00 SIGNAL DETECTOR HOUSING | | | 0089 805-78795 519.600 m | 19.20000 9976.32| 18.50000 9612.60| 20.50000 10651.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78906 4.000 EACH| 1400.00000 5600.00| 1350.00000 5400.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0091 805-78925 1.000 EACH| 850.00000 850.00| 820.00000 820.00| 900.00000 900.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0092 805-81032 4.000 EACH| 2440.00000 9760.00| 2351.00000 9404.00| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0093 805-86805 1.000 EACH| 425.00000 425.00| 410.00000 410.00| 440.00000 440.00 SERVICE POINT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 805-86810 1.000 EACH| 3140.00000 3140.00| 3025.00000 3025.00| 3200.00000 3200.00 SERVICE POINT, II | | | 0095 805-86889 910.000 m | 0.26000 236.60| 0.25000 227.50| 0.26000 236.60 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0096 805-86920 93.000 EACH| 9.90000 920.70| 9.50000 883.50| 10.00000 930.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0097 805-86925 8.000 EACH| 17.20000 137.60| 16.50000 132.00| 18.00000 144.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0098 805-86930 70.000 EACH| 5.20000 364.00| 5.00000 350.00| 5.50000 385.00 INSULATING LINK, NOT WATERPROOFED | | | 0099 805-86935 12.000 EACH| 17.00000 204.00| 16.50000 198.00| 18.00000 216.00 INSULATING LINK, WATERPROOFED | | | 0100 805-98335 3988.000 m | 12.70000 50647.60| 12.20000 48653.60| 13.50000 53838.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0101 805-98336 378.000 m | 11.40000 4309.20| 11.00000 4158.00| 12.00000 4536.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0102 807-02191 2.000 EACH| 685.00000 1370.00| 660.00000 1320.00| 700.00000 1400.00 HANDHOLE, LIGHTING | | | 0103 807-02428 35.000 EACH| 653.00000 22855.00| 629.00000 22015.00| 700.00000 24500.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0104 807-83592 33.000 EACH| 835.00000 27555.00| 725.00000 23925.00| 830.00000 27390.00 LIGHT POLE, 10.4 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0105 807-83612 1.000 EACH| 1000.00000 1000.00| 910.00000 910.00| 950.00000 950.00 LIGHT POLE, 10.4 m E.M.H., 5.5 m MAST | | | ARM, ANCHOR BASE | | | 0106 807-83616 1.000 EACH| 1110.00000 1110.00| 930.00000 930.00| 1000.00000 1000.00 LIGHT POLE, 10.4 m E.M.H., 6.1 m MAST | | | ARM, ANCHOR BASE | | | 0107 807-86615 35.000 EACH| 211.00000 7385.00| 200.00000 7000.00| 210.00000 7350.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0108 807-86910 35.000 EACH| 30.00000 1050.00| 29.00000 1015.00| 31.00000 1085.00 CONNECTOR KIT, UNFUSED | | | 0109 807-86915 35.000 EACH| 31.00000 1085.00| 30.00000 1050.00| 32.00000 1120.00 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,124.41 ROUTE : CALL ORDER : 120 CONTRACT ID : R -23899-A COUNTIES : HENDRICKS LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1139301 |(6) 35-1212938 |FOX CONTRACTORS CORPORATION |E & B PAVING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 808-06701 731.900 m | 1.00000 731.90| 0.98000 717.26| 1.15000 841.69 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0112 808-75297 78.200 m | 17.00000 1329.40| 16.40000 1282.48| 20.00000 1564.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0113 808-75320 10.000 EACH| 52.00000 520.00| 50.00000 500.00| 60.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 10.000 EACH| 63.00000 630.00| 60.00000 600.00| 75.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-06703 431.000 m | 1.00000 431.00| 0.95000 409.45| 1.15000 495.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | SECTION TOTALS | $ 2,143,273.33| $ 2,172,619.84| $ 2,224,963.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,143,273.33| $ 2,172,619.84| $ 2,224,963.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 42 CALL ORDER : 130 CONTRACT ID : R -23911-A COUNTIES : CLAY VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT COMPANY, INC. $ 362,743.49 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0623(004) 0623(004) 0623(004) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 8,746,046.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 8,820,827.92 100.8550% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 201-52370 LUMP| 29324.61000 29324.61| 150000.00000 150000.00| CLEARING RIGHT OF WAY | | | 0002 202-01000 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0003 202-02240 28646.000 SYS | 7.05000 201954.30| 2.75000 78776.50| PAVEMENT, REMOVE | | | 0004 202-03000 LUMP| 500.00000 500.00| 6500.00000 6500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 145 | | | 0005 202-03000 LUMP| 100.00000 100.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 183 | | | 0006 202-03000 LUMP| 100.00000 100.00| 3500.00000 3500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 192 | | | 0007 202-03000 LUMP| 500.00000 500.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 193 | | | 0008 202-03000 LUMP| 100.00000 100.00| 4000.00000 4000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 199 | | | 0009 202-03000 LUMP| 100.00000 100.00| 7000.00000 7000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 212 | | | 0010 202-03000 LUMP| 100.00000 100.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 224 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 100.00000 100.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 224SA | | | 0012 202-60820 2340.000 SYS | 3.65000 8541.00| 4.00000 9360.00| SURFACE MILLING, ASPHALT | | | 0013 202-78515 LUMP| 2100.00000 2100.00| 6000.00000 6000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 203-02000 28924.000 CYS | 6.50000 188006.00| 12.00000 347088.00| EXCAVATION, COMMON | | | 0015 203-02010 1033.000 CYS | 150.00000 154950.00| 100.00000 103300.00| EXCAVATION, ROCK | | | 0016 203-02070 1670.000 CYS | 8.00000 13360.00| 4.00000 6680.00| BORROW | | | 0017 205-02224 7416.000 LFT | 1.50000 11124.00| 1.75000 12978.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 204.000 LFT | 2.50000 510.00| 5.50000 1122.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02234 8.000 EACH| 50.00000 400.00| 60.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 163.000 EACH| 50.00000 8150.00| 60.00000 9780.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 155.000 EACH| 25.00000 3875.00| 60.00000 9300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02060 26817.000 CYS | 21.70000 581928.90| 21.00000 563157.00| B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-03330 778.000 CYS | 39.89000 31034.42| 34.00000 26452.00| AGGREGATE, 9 | | | 0024 303-04075 108.000 TON | 19.00000 2052.00| 20.00000 2160.00| COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0025 303-52308 4720.000 TON | 14.00000 66080.00| 14.00000 66080.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 305-05204 736.000 TON | 80.00000 58880.00| 85.00000 62560.00| HMA FOR PATCHING | | | 0027 305-05206 895.000 TON | 35.00000 31325.00| 35.50000 31772.50| WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 401-05437 34093.000 TON | 33.50000 1142115.50| 34.00000 1159162.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 12684.000 TON | 33.25000 421743.00| 33.75000 428085.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 5919.000 TON | 47.00000 278193.00| 47.50000 281152.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05470 15162.000 TON | 28.00000 424536.00| 28.50000 432117.00| HMA BASE C25.0 mm, MAINLINE | | | 0032 402-05474 5054.000 TON | 35.00000 176890.00| 35.50000 179417.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0033 402-05477 1126.000 TON | 46.00000 51796.00| 47.00000 52922.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0034 406-05520 88.000 TON | 150.00000 13200.00| 155.00000 13640.00| ASPHALT FOR TACK COAT | | | 0035 501-02400 LUMP| 1900.00000 1900.00| 5000.00000 5000.00| PROFILOGRAPH | | | 0036 601-04746 10.000 EACH| 4750.00000 47500.00| 6200.00000 62000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0037 601-06037 4.000 EACH| 572.00000 2288.00| 670.00000 2680.00| GUARDRAIL END TREATMENT, I | | | 0038 601-61390 2.000 EACH| 29.00000 58.00| 51.00000 102.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0040 601-99105 103.000 LFT | 14.00000 1442.00| 26.00000 2678.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06639 580.000 LFT | 38.00000 22040.00| 18.00000 10440.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 3340.000 LFT | 38.00000 126920.00| 16.00000 53440.00| TEMPORARY CONCRETE BARRIER | | | 0043 604-06069 520.000 SYS | 32.00000 16640.00| 32.00000 16640.00| CURB RAMP, CONCRETE | | | 0044 604-91531 10284.000 SYS | 21.00000 215964.00| 20.00000 205680.00| SIDEWALK, CONCRETE, 4 IN. | | | 0045 605-02042 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0046 605-06120 3690.000 LFT | 13.00000 47970.00| 13.00000 47970.00| CURB, CONCRETE | | | 0047 605-06125 273.000 LFT | 29.00000 7917.00| 29.00000 7917.00| CURB, CONCRETE, MODIFIED | | | 0048 605-06140 18072.000 LFT | 10.00000 180720.00| 8.00000 144576.00| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 605-97305 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| CURB AND GUTTER TURNOUT, COMBINED, | | | MODIFIED | | | 0050 607-06175 9.000 LFT | 90.00000 810.00| 42.00000 378.00| GUTTER, CONCRETE | | | 0051 610-05527 997.000 TON | 80.00000 79760.00| 81.00000 80757.00| HMA FOR APPROACHES | | | 0052 611-05330 7032.000 SYS | 30.00000 210960.00| 28.00000 196896.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 611-06497 32.000 EACH| 96.00000 3072.00| 145.00000 4640.00| MAILBOX ASSEMBLY, SINGLE | | | 0054 611-06498 12.000 EACH| 115.00000 1380.00| 175.00000 2100.00| MAILBOX ASSEMBLY, DOUBLE | | | 0055 615-06505 23.000 EACH| 395.00000 9085.00| 325.00000 7475.00| MONUMENT, B | | | 0056 615-06510 4.000 EACH| 370.00000 1480.00| 380.00000 1520.00| MONUMENT, C | | | 0057 616-02842 286.000 TON | 16.00000 4576.00| 22.00000 6292.00| RIPRAP, DITCH | | | 0058 616-03472 781.000 TON | 17.00000 13277.00| 21.00000 16401.00| RIPRAP, REVEMENT 18 IN. | | | 0059 616-96249 1681.000 SYS | 1.32000 2218.92| 1.70000 2857.70| GEOTEXTILE DITCH LINER | | | 0060 621-01004 3.000 EACH| 500.00000 1500.00| 515.00000 1545.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06545 1.200 TON | 551.00000 661.20| 570.00000 684.00| FERTILIZER | | | 0062 621-06554 434.000 LBS | 4.20000 1822.80| 4.30000 1866.20| SEED MIXTURE, U | | | 0063 621-06565 5.780 TON | 424.00000 2450.72| 435.00000 2514.30| MULCHING MATERIAL | | | 0064 621-06567 152.300 MG | 1.00000 152.30| 1.00000 152.30| WATER | | | 0065 621-06575 38075.000 SYS | 2.30000 87572.50| 2.50000 95187.50| SODDING, NURSERY | | | 0066 703-51030 20839.000 LBS | 1.00000 20839.00| 1.25000 26048.75| REINFORCING STEEL | | | 0067 714-04802 805.000 SYS | 216.58000 174346.90| 65.00000 52325.00| CONCRETE MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 714-06278 128.500 LFT | 450.00000 57825.00| 425.00000 54612.50| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT X 4FT | | | 0069 714-06279 112.500 LFT | 370.00000 41625.00| 350.00000 39375.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT X 3 FT | | | 0070 714-26703 170.000 LFT | 350.00000 59500.00| 330.00000 56100.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0071 714-26724 100.000 LFT | 690.00000 69000.00| 650.00000 65000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0072 714-94664 120.000 LFT | 225.00000 27000.00| 210.00000 25200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0073 715-04612 420.000 LFT | 32.00000 13440.00| 30.00000 12600.00| PIPE , PVC, 10 IN. | | | 0074 715-05024 114.000 LFT | 68.00000 7752.00| 68.00000 7752.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0075 715-05123 168.000 LFT | 37.00000 6216.00| 37.00000 6216.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0076 715-05149 7729.000 LFT | 24.00000 185496.00| 24.00000 185496.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0077 715-05151 3444.000 LFT | 26.00000 89544.00| 25.00000 86100.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0078 715-05152 1587.000 LFT | 27.00000 42849.00| 26.00000 41262.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0079 715-05154 2891.000 LFT | 31.00000 89621.00| 30.00000 86730.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0080 715-05156 1512.000 LFT | 40.00000 60480.00| 38.00000 57456.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0081 715-05168 134.000 LFT | 24.00000 3216.00| 24.00000 3216.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0082 715-06468 28.000 EACH| 110.00000 3080.00| 110.00000 3080.00| PIPE WYE , 8 IN. X 4 IN. | | | 0083 715-44240 122.000 CYS | 700.00000 85400.00| 715.00000 87230.00| CONCRETE, A, STRUCTURES | | | 0084 715-44255 25699.000 LFT | 2.25000 57822.75| 2.25000 57822.75| PIPE, GROUP K, 6 IN. | | | 0085 715-46000 2.000 EACH| 180.00000 360.00| 180.00000 360.00| PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 715-46005 4.000 EACH| 195.00000 780.00| 195.00000 780.00| PIPE END SECTION, 15 IN. | | | 0087 715-46010 1.000 EACH| 220.00000 220.00| 220.00000 220.00| PIPE END SECTION, 18 IN. | | | 0088 715-46020 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| PIPE END SECTION, 24 IN. | | | 0089 715-46030 2.000 EACH| 515.00000 1030.00| 515.00000 1030.00| PIPE END SECTION, 30 IN. | | | 0090 715-46040 2.000 EACH| 580.00000 1160.00| 580.00000 1160.00| PIPE END SECTION, 36 IN. | | | 0091 715-91361 150.000 LFT | 24.00000 3600.00| 23.00000 3450.00| PIPE, PVC, 6 IN. | | | 0092 715-92037 400.000 LFT | 23.00000 9200.00| 22.75000 9100.00| PIPE, PVC, 4 IN. | | | 0093 715-92537 4363.000 LFT | 25.00000 109075.00| 24.00000 104712.00| PIPE, PVC, 8 IN. | | | 0094 716-06472 371.000 LFT | 170.00000 63070.00| 170.00000 63070.00| BORING (ONLY), 20 IN. | | | 0095 716-06472 30.000 LFT | 180.00000 5400.00| 180.00000 5400.00| BORING (ONLY), 22 IN. | | | 0096 716-98960 965.000 LFT | 30.00000 28950.00| 70.00000 67550.00| CASING, STEEL , 20 IN. | | | 0097 716-98960 90.000 LFT | 32.00000 2880.00| 85.00000 7650.00| CASING, STEEL , 22 IN. | | | 0098 718-04986 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| CLEANOUT , 4 IN. | | | 0099 718-04986 2.000 EACH| 110.00000 220.00| 110.00000 220.00| CLEANOUT , 6 IN. | | | 0100 718-52610 2455.000 CYS | 29.00000 71195.00| 29.00000 71195.00| AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 25497.000 SYS | 1.00000 25497.00| 0.65000 16573.05| GEOTEXTILES FOR UNDERDRAIN | | | 0102 718-99395 201.000 LFT | 5.00000 1005.00| 16.00000 3216.00| PIPE, GROUP K, NON PERF., 6 IN. | | | 0103 720-03194 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| MANHOLE , 10 FT. W/DROP | | | 0104 720-03194 1.000 EACH| 2300.00000 2300.00| 2300.00000 2300.00| MANHOLE , 14 FT. W/DROP | | | 0105 720-03194 20.000 EACH| 1300.00000 26000.00| 1300.00000 26000.00| MANHOLE , 4 FT. - 7 FT. | | | 0106 720-03194 16.000 EACH| 1400.00000 22400.00| 1400.00000 22400.00| MANHOLE , 8 FT. - 10 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 720-03194 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| MANHOLE , BLOCKING OF EXISTING | | | 0108 720-03194 35.000 EACH| 280.00000 9800.00| 280.00000 9800.00| MANHOLE , DEMOLISH | | | 0109 720-03194 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| MANHOLE , EXISTING, ADJUST TO GRADE | | | 0110 720-03194 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| MANHOLE AT STA. 142+00 IN ROAD (5 FT.) | | | 0111 720-03194 1.000 EACH| 900.00000 900.00| 900.00000 900.00| MANHOLE OUTLET, ADJUST | | | 0112 720-06473 13.000 EACH| 775.00000 10075.00| 775.00000 10075.00| BASES ON EXISTING LINES | | | 0113 720-06474 7913.000 LFT | 3.00000 23739.00| 3.00000 23739.00| FLOW FILL ( 8 IN. LINE) | | | 0114 720-45010 1.000 EACH| 940.00000 940.00| 940.00000 940.00| INLET, A3 | | | 0115 720-45030 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| INLET, E7 | | | 0116 720-45035 1.000 EACH| 700.00000 700.00| 700.00000 700.00| INLET, F7 | | | 0117 720-45045 123.000 EACH| 900.00000 110700.00| 900.00000 110700.00| INLET, J10 | | | 0118 720-45055 12.000 EACH| 1000.00000 12000.00| 1000.00000 12000.00| INLET, M10 | | | 0119 720-45075 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| INLET, R13 | | | 0120 720-45250 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| CATCH BASIN, K10 | | | 0121 720-45265 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| PIPE CATCH BASIN, 15 IN. | | | 0122 720-45410 110.000 EACH| 1300.00000 143000.00| 1300.00000 143000.00| MANHOLE, C4 | | | 0123 720-91973 16.000 EACH| 2700.00000 43200.00| 2700.00000 43200.00| MANHOLE, H4 | | | 0124 720-94157 3.000 EACH| 1800.00000 5400.00| 1800.00000 5400.00| MANHOLE, C 100 | | | 0125 720-94612 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| MANHOLE, K4 | | | 0126 720-95335 6.000 EACH| 7800.00000 46800.00| 7800.00000 46800.00| MANHOLE, M4 | | | 0127 720-95422 2.000 EACH| 2600.00000 5200.00| 2600.00000 5200.00| MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 720-98174 13.000 EACH| 2300.00000 29900.00| 2300.00000 29900.00| INLET, B15 | | | 0129 720-98555 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| INLET, C15 | | | 0130 731-93946 20945.000 SFT | 17.24000 361091.80| 9.75000 204213.75| WALL ERECTION | | | 0131 731-93947 2834.000 LFT | 7.42000 21028.28| 23.50000 66599.00| LEVELING PAD, CONCRETE | | | 0132 732-04983 LUMP| 92000.00000 92000.00| 72000.00000 72000.00| PIPE EXTENSION, TEMPORARY | | | 0133 732-04996 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| CUT INTO EXISTING MANHOLE | | | 0134 801-01153 32650.000 LFT | 0.12000 3918.00| 0.08000 2612.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 4 IN. | | | 0135 801-04308 12.000 EACH| 380.00000 4560.00| 920.00000 11040.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0136 801-06049 8770.000 LFT | 0.32000 2806.40| 0.35000 3069.50| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0137 801-06606 8.000 EACH| 135.00000 1080.00| 600.00000 4800.00| BARRICADE, IIIB | | | 0138 801-06640 64.000 EACH| 120.00000 7680.00| 275.00000 17600.00| CONSTRUCTION SIGN, A | | | 0139 801-06643 22495.000 LFT | 1.25000 28118.75| 1.25000 28118.75| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0140 801-06644 32640.000 LFT | 1.25000 40800.00| 1.25000 40800.00| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0141 801-06647 4305.000 LFT | 0.31000 1334.55| 0.50000 2152.50| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | 0142 801-95997 42160.000 LFT | 0.12000 5059.20| 0.08000 3372.80| TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 4 IN. | | | 0143 801-98523 168.000 LFT | 0.60000 100.80| 4.25000 714.00| TEMPORARY PAINT, STOP LINE, 24 IN. | | | 0144 802-02293 41.900 CYS | 420.00000 17598.00| 400.00000 16760.00| CONCRETE, SIGN FOUNDATION | | | 0145 802-02489 365.800 LFT | 7.30000 2670.34| 7.60000 2780.08| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 802-76025 71.400 SFT | 12.00000 856.80| 12.00000 856.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0147 802-76035 508.100 SFT | 12.30000 6249.63| 12.40000 6300.44| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0148 803-02310 8730.000 LBS | 1.00000 8730.00| 1.05000 9166.50| REINFORCING STEEL, SIGN FOUNDATION | | | 0149 803-76125 9.000 EACH| 4980.00000 44820.00| 6350.00000 57150.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0150 805-01815 4.000 EACH| 1750.00000 7000.00| 1550.00000 6200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0151 805-01842 7.000 EACH| 650.00000 4550.00| 610.00000 4270.00| HANDHOLE, SIGNAL | | | 0152 805-02202 5.000 EACH| 615.00000 3075.00| 600.00000 3000.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0153 805-02328 4484.000 LFT | 0.30000 1345.20| 0.45000 2017.80| SIGNAL CABLE, 1C 14GA. | | | 0155 805-02617 4.000 EACH| 820.00000 3280.00| 1500.00000 6000.00| TEMPORARY POLE, WOOD | | | 0156 805-06592 1705.000 LFT | 10.00000 17050.00| 10.50000 17902.50| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0157 805-78100 1.000 EACH| 8150.00000 8150.00| 6900.00000 6900.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0158 805-78230 2.000 EACH| 670.00000 1340.00| 630.00000 1260.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0159 805-78415 4.000 EACH| 1950.00000 7800.00| 1330.00000 5320.00| SPAN, CATENARY, AND TETHER | | | 0160 805-78420 4.000 EACH| 300.00000 1200.00| 215.00000 860.00| DISCONNECT HANGER | | | 0161 805-78445 1.000 EACH| 400.00000 400.00| 415.00000 415.00| SIGNAL SERVICE | | | 0162 805-78467 59.000 LFT | 2.00000 118.00| 1.85000 109.15| SIGNAL CABLE, 3C 8GA. | | | 0163 805-78485 1030.000 LFT | 1.00000 1030.00| 1.00000 1030.00| SIGNAL CABLE, 5C 14GA. | | | 0164 805-78490 714.000 LFT | 1.10000 785.40| 1.15000 821.10| SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 805-78510 2991.000 LFT | 1.00000 2991.00| 0.75000 2243.25| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0166 805-78785 4.000 EACH| 350.00000 1400.00| 450.00000 1800.00| SIGNAL DETECTOR HOUSING | | | 0167 805-78795 1494.000 LFT | 9.80000 14641.20| 7.50000 11205.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0168 805-78925 1.000 EACH| 450.00000 450.00| 710.00000 710.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0169 805-81032 4.000 EACH| 2850.00000 11400.00| 2700.00000 10800.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0170 805-94295 32.000 EACH| 200.00000 6400.00| 150.00000 4800.00| SIGNAL HEAD, RELOCATE | | | 0171 805-96121 8.000 EACH| 100.00000 800.00| 125.00000 1000.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0172 805-98752 7.000 EACH| 450.00000 3150.00| 425.00000 2975.00| TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 12 IN. RED, 12 IN., AMBER, 12 | | | IN. GREEN | | | 0173 806-53072 LUMP| 13800.00000 13800.00| 12275.00000 12275.00| TEMPORARY TRAFFIC SIGNAL , INSTALL AND | | | MAINTAIN | | | 0175 808-06701 4849.000 LFT | 0.32000 1551.68| 0.26000 1260.74| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0176 808-06703 2838.000 LFT | 0.30000 851.40| 0.26000 737.88| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0177 808-75240 4394.000 LFT | 0.32000 1406.08| 0.26000 1142.44| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0178 808-75245 14934.000 LFT | 0.30000 4480.20| 0.26000 3882.84| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0179 808-75260 1488.000 LFT | 0.85000 1264.80| 1.80000 2678.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0180 808-75278 1185.000 LFT | 0.85000 1007.25| 1.75000 2073.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0181 808-75297 376.000 LFT | 4.50000 1692.00| 3.40000 1278.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,908,053.79 ROUTE : NHS SR 46 CALL ORDER : 140 CONTRACT ID : R -23924-A COUNTIES : MONROE LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 | |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 808-75320 55.000 EACH| 62.50000 3437.50| 55.00000 3025.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0183 808-75325 52.000 EACH| 52.50000 2730.00| 80.00000 4160.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0184 808-75340 1.000 EACH| 450.00000 450.00| 400.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0185 808-75998 535.000 EACH| 25.50000 13642.50| 26.00000 13910.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0186 900-01925 30.000 MOS | 670.00000 20100.00| 650.00000 19500.00| FIELD OFFICE, 550 SQ FT | | | 0187 920-06775 LUMP| 150000.00000 150000.00| 250000.00000 250000.00| MAINTAINING TRAFFIC | | | 0188 930-06845 LUMP| 100000.00000 100000.00| 150000.00000 150000.00| CONSTRUCTION ENGINEERING | | | 0189 940-01001 LUMP| 314464.84000 314464.84| 400000.00000 400000.00| MOBILIZATION AND DEMOBILIZATION | | | 0190 601-95434 1081.000 LFT | 67.75000 73237.75| 90.00000 97290.00| HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0191 604-06070 586.000 SYS | 30.50000 17873.00| 25.00000 14650.00| SIDEWALK, CONCRETE , REINFORCED | | | 0192 731-93945 13691.000 SFT | 14.13000 193453.83| 13.00000 177983.00| FACE PANELS, CONCRETE | | | 0193 108-01614 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| PARTNERING OVERHEAD | | | 0194 801-09133 4.000 EACH| 15000.00000 60000.00| 15500.00000 62000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0195 601-02636 28.000 LFT | 17.50000 490.00| 30.00000 840.00| GUARDRAIL, W BEAM, NESTED | | | SECTION TOTALS | $ 8,746,046.00| $ 8,820,827.92| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,746,046.00| $ 8,820,827.92| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 144 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,145,825.66 ROUTE : W675 CALL ORDER : 144 CONTRACT ID : R -24329-B COUNTIES : KNOX LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W675001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,177,461.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-06790 8.000 MOS | 869.49000 6955.92| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 38000.00000 38000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29024.38000 29024.38| | CLEARING RIGHT OF WAY | | | 0005 202-02240 860.000 m2 | 4.50000 3870.00| | PAVEMENT, REMOVE | | | 0006 202-02279 2175.000 m | 31.80000 69165.00| | CURB AND GUTTER, REMOVE | | | 0007 202-60820 12900.000 m2 | 1.54000 19866.00| | SURFACE MILLING, ASPHALT | | | 0008 202-94747 11.000 EACH| 16.30000 179.30| | POST, REMOVE | | | 0009 205-02224 226.000 m | 9.00000 2034.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02236 1.000 EACH| 148.00000 148.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 56.000 EACH| 92.00000 5152.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 40.000 m3 | 78.00000 3120.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 995.000 Mg | 25.50000 25372.50| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 305-05206 300.000 Mg | 50.50000 15150.00| | WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 144 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,145,825.66 ROUTE : W675 CALL ORDER : 144 CONTRACT ID : R -24329-B COUNTIES : KNOX LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05468 100.000 Mg | 59.00000 5900.00| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1900.000 Mg | 47.00000 89300.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 870.000 Mg | 47.75000 41542.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05495 136.000 Mg | 70.00000 9520.00| | HMA WEDGE AND LEVEL | | | 0019 406-05520 8.000 Mg | 250.00000 2000.00| | ASPHALT FOR TACK COAT | | | 0020 501-51940 102.000 m | 12.00000 1224.00| | PREFORMED JOINT MATERIAL, 25 mm | | | 0021 604-02007 3160.000 m2 | 40.00000 126400.00| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0022 604-06069 540.000 m2 | 41.00000 22140.00| | CURB RAMP, CONCRETE | | | 0023 604-93490 10.000 m2 | 140.00000 1400.00| | SIDEWALK, BRICK | | | 0024 605-06155 2175.000 m | 39.00000 84825.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-05527 485.000 Mg | 57.00000 27645.00| | HMA FOR APPROACHES | | | 0026 611-05330 860.000 m2 | 46.00000 39560.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-06497 2.000 EACH| 375.00000 750.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 621-06567 20.000 kL | 1.09000 21.80| | WATER | | | 0029 621-06570 245.000 m3 | 62.00000 15190.00| | TOP SOIL | | | 0030 621-06575 1440.000 m2 | 4.00000 5760.00| | SODDING, NURSERY | | | 0031 715-05149 86.000 m | 130.00000 11180.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0032 720-44000 33.000 EACH| 355.39000 11727.87| | CASTING, ADJUST TO GRADE | | | 0033 720-44296 1.000 EACH| 700.00000 700.00| | CAP INLET | | | 0034 720-45250 49.000 EACH| 2700.00000 132300.00| | CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 144 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,145,825.66 ROUTE : W675 CALL ORDER : 144 CONTRACT ID : R -24329-B COUNTIES : KNOX LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 720-45260 1.000 EACH| 860.00000 860.00| | PIPE CATCH BASIN, 300 mm | | | 0036 720-90768 5.000 EACH| 3100.00000 15500.00| | CATCH BASIN, S14 | | | 0037 720-92603 1.000 EACH| 715.00000 715.00| | PIPE CATCH BASIN CASTING | | | 0038 801-01153 2420.000 m | 0.70000 1694.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0039 801-01154 2420.000 m | 0.70000 1694.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0040 801-06640 43.000 EACH| 105.00000 4515.00| | CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 62919.93000 62919.93| | MAINTAINING TRAFFIC | | | 0042 802-02489 130.900 m | 31.00000 4057.90| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0043 802-76025 15.040 m2 | 165.00000 2481.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0044 802-97812 11.000 EACH| 74.00000 814.00| | STREET NAME IDENTIFICATION SIGN , REMOVE| | | 0045 805-01816 3.000 EACH| 875.00000 2625.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0046 805-01842 14.000 EACH| 625.00000 8750.00| | HANDHOLE, SIGNAL | | | 0047 805-02069 4.000 EACH| 2300.00000 9200.00| | SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0048 805-02072 3.000 EACH| 2300.00000 6900.00| | SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0049 805-02076 4.000 EACH| 2200.00000 8800.00| | SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0050 805-02087 LUMP| 2850.00000 2850.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0051 805-02152 22.000 EACH| 415.00000 9130.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 144 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,145,825.66 ROUTE : W675 CALL ORDER : 144 CONTRACT ID : R -24329-B COUNTIES : KNOX LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-02441 1236.000 m | 0.95000 1174.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0053 805-04133 1.000 EACH| 525.00000 525.00| | SIGNAL PEDESTAL, 3.6 m | | | 0054 805-04515 11.000 EACH| 2800.00000 30800.00| | SIGNAL STRAIN POLE, STEEL, 7.9m | | | 0055 805-05698 8.000 EACH| 825.00000 6600.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0056 805-06592 290.000 m | 34.25000 9932.50| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78100 3.000 EACH| 8600.00000 25800.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0058 805-78205 13.000 EACH| 450.00000 5850.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0059 805-78230 9.000 EACH| 675.00000 6075.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78445 3.000 EACH| 415.00000 1245.00| | SIGNAL SERVICE | | | 0061 805-78467 30.000 m | 4.70000 141.00| | SIGNAL CABLE, 3C 8GA. | | | 0062 805-78480 1102.000 m | 2.60000 2865.20| | SIGNAL CABLE, 3C 14GA. | | | 0063 805-78485 415.000 m | 3.15000 1307.25| | SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 361.000 m | 3.85000 1389.85| | SIGNAL CABLE, 7C 14GA. | | | 0065 805-78510 273.000 m | 2.60000 709.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78785 10.000 EACH| 470.00000 4700.00| | SIGNAL DETECTOR HOUSING | | | 0067 805-78795 457.000 m | 27.00000 12339.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-78900 1.000 EACH| 395.00000 395.00| | PEDESTAL FOUNDATION, A | | | 0069 805-78925 3.000 EACH| 635.00000 1905.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0070 805-92504 10.000 EACH| 250.00000 2500.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 144 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,145,825.66 ROUTE : W675 CALL ORDER : 144 CONTRACT ID : R -24329-B COUNTIES : KNOX LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-96121 22.000 EACH| 110.00000 2420.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0072 808-06703 294.000 m | 1.15000 338.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-75245 1646.000 m | 1.15000 1892.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75274 150.000 m | 2.35000 352.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0075 808-75297 141.000 m | 10.00000 1410.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0076 808-75300 896.000 m | 5.00000 4480.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0077 808-75320 8.000 EACH| 46.00000 368.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0078 808-75325 8.000 EACH| 52.00000 416.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0079 808-75340 3.000 EACH| 300.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,177,461.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,177,461.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 147 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 59,747.25 ROUTE : I-70 CALL ORDER : 147 CONTRACT ID : R -24403-B COUNTIES : MARION LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703208 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1257382 HI WAY PAVING, INC. $ 62,550.00 100.0000% ==================================================================================================================================== |(1) 31-1257382 | | |HI WAY PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 110-01001 LUMP| 9000.00000 9000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 213-52830 1.000 m3 | 2000.00000 2000.00| | FLOWABLE MORTAR (STA 366+30 I-70 EB | | | RAMP) | | | 0003 213-52831 5.000 EACH| 200.00000 1000.00| | DRILLED HOLE FOR FLOWABLE MORTAR (STA | | | 366+30 I-70 EB RAMP) | | | 0004 501-03838 8200.000 m2 | 4.75000 38950.00| | GROOVE PORTLAND CEMENT CONCRETE | | | 0005 801-06640 20.000 EACH| 80.00000 1600.00| | CONSTRUCTION SIGN, A | | | 0006 801-06710 10.000 DAY | 50.00000 500.00| | FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 9500.00000 9500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 62,550.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,550.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N763005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,122,101.05 100.0000% 2 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 2,279,561.90 107.4200% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,383,886.12 112.3361% 4 35-1212938 ATLAS EXCAVATING, INC. $ 2,440,174.53 114.9886% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,242,991.18 152.8198% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1300.00000 10400.00| 4199.99000 33599.92 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 32000.00000 32000.00| 37449.89000 37449.89 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 107000.00000 107000.00| 110000.00000 110000.00| 181866.47000 181866.47 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 21000.00000 21000.00| 66319.69000 66319.69 CLEARING RIGHT OF WAY | | | 0005 202-02240 12296.000 SYS | 5.00000 61480.00| 4.55000 55946.80| 7.90000 97138.40 PAVEMENT, REMOVE | | | 0006 202-60820 845.340 SYS | 5.00000 4226.70| 4.50000 3804.03| 3.00000 2536.02 SURFACE MILLING, ASPHALT | | | 0007 202-96133 2500.000 LFT | 4.00000 10000.00| 6.00000 15000.00| 4.00000 10000.00 PIPE, REMOVE | | | 0008 203-02000 13771.600 CYS | 10.00000 137716.00| 9.50000 130830.20| 12.04000 165810.06 EXCAVATION, COMMON | | | 0009 205-02224 3908.000 LFT | 1.55000 6057.40| 1.55000 6057.40| 1.55000 6057.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 61.000 EACH| 30.00000 1830.00| 30.00000 1830.00| 20.00000 1220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 4230.000 CYS | 0.10000 423.00| 0.01000 42.30| 0.10000 423.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 315.000 TON | 17.00000 5355.00| 28.70000 9040.50| 18.61000 5862.15 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-05437 24023.000 TON | 23.00000 552529.00| 26.25000 630603.75| 23.23000 558054.29 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05455 4858.000 TON | 27.00000 131166.00| 28.25000 137238.50| 27.80000 135052.40 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 2283.000 TON | 33.00000 75339.00| 30.80000 70316.40| 31.64000 72234.12 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 406-05520 60.000 TON | 60.00000 3600.00| 310.00000 18600.00| 319.96000 19197.60 ASPHALT FOR TACK COAT | | | 0017 604-06069 10.000 SYS | 50.00000 500.00| 65.55000 655.50| 116.40000 1164.00 CURB RAMP, CONCRETE | | | 0018 604-06070 10.000 SYS | 50.00000 500.00| 65.55000 655.50| 117.60000 1176.00 SIDEWALK, CONCRETE | | | 0019 604-44251 1.890 CYS | 450.00000 850.50| 550.00000 1039.50| 683.99000 1292.74 STEPS, CONCRETE | | | 0021 610-05527 595.000 TON | 35.00000 20825.00| 35.25000 20973.75| 45.20000 26894.00 HMA FOR APPROACHES | | | 0022 611-05330 2872.300 SYS | 30.00000 86169.00| 32.00000 91913.60| 33.93000 97457.14 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0023 611-06497 50.000 EACH| 90.00000 4500.00| 90.00000 4500.00| 180.00000 9000.00 MAILBOX ASSEMBLY, SINGLE | | | 0024 621-06567 46.400 MG | 2.00000 92.80| 2.00000 92.80| 2.00000 92.80 WATER | | | 0025 621-06570 2000.000 CYS | 25.00000 50000.00| 15.00000 30000.00| 25.00000 50000.00 TOP SOIL | | | 0026 621-06575 11600.000 SYS | 2.50000 29000.00| 2.50000 29000.00| 2.25000 26100.00 SODDING, NURSERY | | | 0027 703-51030 7091.000 LBS | 0.75000 5318.25| 0.95000 6736.45| 0.78000 5530.98 REINFORCING STEEL | | | 0028 715-13010 1887.000 LFT | 20.00000 37740.00| 22.50000 42457.50| 20.00000 37740.00 PIPE, GROUP L, 12 IN. | | | 0029 715-13030 1100.000 LFT | 31.00000 34100.00| 34.75000 38225.00| 31.00000 34100.00 PIPE, GROUP L, 24 IN. | | | 0030 715-13035 1250.000 LFT | 37.00000 46250.00| 50.00000 62500.00| 37.00000 46250.00 PIPE, GROUP L, 30 IN. | | | 0031 715-13040 1025.000 LFT | 48.00000 49200.00| 64.80000 66420.00| 48.00000 49200.00 PIPE, GROUP L, 36 IN. | | | 0032 715-13045 820.000 LFT | 59.50000 48790.00| 80.25000 65805.00| 59.50000 48790.00 PIPE, GROUP L, 42 IN. | | | 0033 715-13050 640.000 LFT | 69.00000 44160.00| 91.85000 58784.00| 69.00000 44160.00 PIPE, GROUP L, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-44240 48.500 CYS | 250.00000 12125.00| 425.00000 20612.50| 480.00000 23280.00 CONCRETE, A, STRUCTURES | | | 0035 720-44000 10.000 EACH| 300.00000 3000.00| 250.00000 2500.00| 300.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0036 720-45045 40.000 EACH| 1150.00000 46000.00| 1330.00000 53200.00| 1150.00000 46000.00 INLET, J10 | | | 0037 720-45410 14.000 EACH| 1650.00000 23100.00| 1625.00000 22750.00| 1650.00000 23100.00 MANHOLE, C4 | | | 0038 720-45415 12.000 EACH| 2150.00000 25800.00| 2450.00000 29400.00| 2150.00000 25800.00 MANHOLE, D4 | | | 0039 720-45416 3.000 EACH| 3500.00000 10500.00| 3425.00000 10275.00| 3500.00000 10500.00 MANHOLE, E4 | | | 0040 720-99416 19.000 EACH| 2000.00000 38000.00| 2140.00000 40660.00| 2000.00000 38000.00 CATCH BASIN, B15 | | | 0041 720-99417 2.000 EACH| 2000.00000 4000.00| 2140.00000 4280.00| 2000.00000 4000.00 CATCH BASIN, C15 | | | 0042 801-01766 10262.000 LFT | 0.15000 1539.30| 0.11000 1128.82| 0.11000 1128.82 TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 4 IN. | | | 0043 801-01767 20730.000 LFT | 0.15000 3109.50| 0.11000 2280.30| 0.11000 2280.30 TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 4 IN. | | | 0044 801-06606 4.000 EACH| 253.75000 1015.00| 117.00000 468.00| 129.00000 516.00 BARRICADE, IIIB | | | 0045 801-06624 2.000 EACH| 435.00000 870.00| 292.00000 584.00| 624.00000 1248.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0046 801-06640 20.000 EACH| 108.75000 2175.00| 93.00000 1860.00| 99.00000 1980.00 CONSTRUCTION SIGN, A | | | 0047 801-06643 5800.000 LFT | 0.81000 4698.00| 0.74000 4292.00| 0.88000 5104.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0048 801-06644 3028.000 LFT | 0.80000 2422.40| 0.74000 2240.72| 0.88000 2664.64 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0049 801-06710 420.000 DAY | 16.00000 6720.00| 18.00000 7560.00| 14.00000 5880.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 28000.00000 28000.00| 10480.00000 10480.00| 27350.94000 27350.94 MAINTAINING TRAFFIC | | | 0051 802-02293 18.840 CYS | 525.00000 9891.00| 398.00000 7498.32| 398.00000 7498.32 CONCRETE, SIGN FOUNDATION | | | 0052 802-76030 438.000 SFT | 10.00000 4380.00| 8.20000 3591.60| 8.20000 3591.60 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-76035 37.020 SFT | 12.00000 444.24| 12.80000 473.86| 12.80000 473.86 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 802-76055 406.000 LFT | 5.00000 2030.00| 4.60000 1867.60| 4.60000 1867.60 SIGN POST, A | | | 0055 802-90627 12.000 EACH| 150.00000 1800.00| 179.00000 2148.00| 179.00000 2148.00 MID MAST ARM SIGN MOUNTING BRACKET | | | ASSEMBLY | | | 0056 803-76135 6.000 EACH| 5800.00000 34800.00| 3290.00000 19740.00| 3642.00000 21852.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0057 805-02440 1880.000 LFT | 0.30000 564.00| 0.40000 752.00| 0.40000 752.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0058 805-06592 5650.000 LFT | 9.00000 50850.00| 9.00000 50850.00| 9.00000 50850.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0059 805-78230 5.000 EACH| 650.00000 3250.00| 593.00000 2965.00| 593.00000 2965.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78510 600.000 LFT | 0.75000 450.00| 0.72000 432.00| 0.72000 432.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78785 5.000 EACH| 380.00000 1900.00| 469.00000 2345.00| 469.00000 2345.00 SIGNAL DETECTOR HOUSING | | | 0062 805-78795 610.000 LFT | 9.00000 5490.00| 7.70000 4697.00| 7.70000 4697.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 805-86805 3.000 EACH| 1200.00000 3600.00| 1500.00000 4500.00| 1500.00000 4500.00 SERVICE POINT, I | | | 0064 805-86838 840.000 LFT | 1.00000 840.00| 0.90000 756.00| 0.90000 756.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0065 805-86889 2093.000 LFT | 0.50000 1046.50| 0.32000 669.76| 0.32000 669.76 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0066 805-86905 4.000 EACH| 100.00000 400.00| 84.00000 336.00| 84.00000 336.00 TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0067 805-86920 43.000 EACH| 25.00000 1075.00| 18.00000 774.00| 18.00000 774.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0068 805-86930 35.000 EACH| 15.00000 525.00| 12.00000 420.00| 12.00000 420.00 INSULATING LINK, NOT WATERPROOFED | | | 0069 805-90737 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 200.00000 200.00 TELEPHONE SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 805-97114 15869.000 LFT | 3.00000 47607.00| 1.80000 28564.20| 1.80000 28564.20 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0071 805-98335 4816.000 LFT | 3.50000 16856.00| 3.98000 19167.68| 3.98000 19167.68 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0072 805-98336 1050.000 LFT | 3.50000 3675.00| 3.38000 3549.00| 3.38000 3549.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0073 807-02428 23.000 EACH| 550.00000 12650.00| 807.00000 18561.00| 807.00000 18561.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0074 807-78590 22.000 EACH| 550.00000 12100.00| 631.00000 13882.00| 631.00000 13882.00 HANDHOLE | | | 0075 807-83740 23.000 EACH| 900.00000 20700.00| 788.00000 18124.00| 788.00000 18124.00 LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0076 807-86620 23.000 EACH| 210.00000 4830.00| 192.00000 4416.00| 192.00000 4416.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0077 807-86910 23.000 EACH| 25.00000 575.00| 26.00000 598.00| 26.00000 598.00 CONNECTOR KIT, UNFUSED | | | 0078 807-86915 23.000 EACH| 25.00000 575.00| 26.00000 598.00| 26.00000 598.00 CONNECTOR KIT, FUSED | | | 0079 808-06701 3580.000 LFT | 0.28000 1002.40| 0.28000 1002.40| 0.28000 1002.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0080 808-06703 600.000 LFT | 0.28000 168.00| 0.28000 168.00| 0.28000 168.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0081 808-06716 3745.000 LFT | 0.62000 2321.90| 0.40000 1498.00| 0.42000 1572.90 LINE, REMOVE | | | 0082 808-75043 500.000 LFT | 1.00000 500.00| 1.00000 500.00| 0.94000 470.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0083 808-75240 2500.000 LFT | 0.28000 700.00| 0.28000 700.00| 0.28000 700.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0084 808-75245 12272.000 LFT | 0.28000 3436.16| 0.28000 3436.16| 0.28000 3436.16 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75297 191.000 LFT | 4.10000 783.10| 4.10000 783.10| 3.74000 714.34 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 808-75320 21.000 EACH| 66.65000 1399.65| 66.65000 1399.65| 60.00000 1260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 3.000 EACH| 96.00000 288.00| 96.00000 288.00| 85.00000 255.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-96016 185.000 LFT | 2.05000 379.25| 2.05000 379.25| 1.87000 345.95 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0089 605-06155 7357.000 LFT | 11.00000 80927.00| 9.50000 69891.50| 8.94000 65771.58 CURB AND GUTTER, CONCRETE, MODIFIED | | | SECTION TOTALS | $ 2,122,101.05| $ 2,279,561.90| $ 2,383,886.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,122,101.05| $ 2,279,561.90| $ 2,383,886.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 8.000 MOS | 750.00000 6000.00| 1850.00000 14800.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 44995.00000 44995.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 128000.00000 128000.00| 162105.00000 162105.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 64840.00000 64840.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 12296.000 SYS | 3.60000 44265.60| 7.05000 86686.80| PAVEMENT, REMOVE | | | 0006 202-60820 845.340 SYS | 6.00000 5072.04| 3.25000 2747.36| SURFACE MILLING, ASPHALT | | | 0007 202-96133 2500.000 LFT | 5.00000 12500.00| 13.75000 34375.00| PIPE, REMOVE | | | 0008 203-02000 13771.600 CYS | 11.40000 156996.24| 18.25000 251331.70| EXCAVATION, COMMON | | | 0009 205-02224 3908.000 LFT | 1.75000 6839.00| 1.80000 7034.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 61.000 EACH| 65.00000 3965.00| 34.50000 2104.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 4230.000 CYS | 0.01000 42.30| 19.50000 82485.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 315.000 TON | 14.00000 4410.00| 19.00000 5985.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 401-05437 24023.000 TON | 24.30000 583758.90| 34.00000 816782.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05455 4858.000 TON | 28.80000 139910.40| 36.00000 174888.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 2283.000 TON | 32.70000 74654.10| 42.50000 97027.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 406-05520 60.000 TON | 330.00000 19800.00| 250.00000 15000.00| ASPHALT FOR TACK COAT | | | 0017 604-06069 10.000 SYS | 105.00000 1050.00| 60.00000 600.00| CURB RAMP, CONCRETE | | | 0018 604-06070 10.000 SYS | 52.00000 520.00| 50.00000 500.00| SIDEWALK, CONCRETE | | | 0019 604-44251 1.890 CYS | 1550.00000 2929.50| 950.00000 1795.50| STEPS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 595.000 TON | 47.00000 27965.00| 78.00000 46410.00| HMA FOR APPROACHES | | | 0022 611-05330 2872.300 SYS | 36.00000 103402.80| 39.00000 112019.70| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0023 611-06497 50.000 EACH| 140.00000 7000.00| 160.00000 8000.00| MAILBOX ASSEMBLY, SINGLE | | | 0024 621-06567 46.400 MG | 2.10000 97.44| 2.25000 104.40| WATER | | | 0025 621-06570 2000.000 CYS | 12.00000 24000.00| 26.00000 52000.00| TOP SOIL | | | 0026 621-06575 11600.000 SYS | 2.60000 30160.00| 2.80000 32480.00| SODDING, NURSERY | | | 0027 703-51030 7091.000 LBS | 0.90000 6381.90| 1.15000 8154.65| REINFORCING STEEL | | | 0028 715-13010 1887.000 LFT | 30.00000 56610.00| 40.00000 75480.00| PIPE, GROUP L, 12 IN. | | | 0029 715-13030 1100.000 LFT | 57.00000 62700.00| 44.50000 48950.00| PIPE, GROUP L, 24 IN. | | | 0030 715-13035 1250.000 LFT | 73.00000 91250.00| 55.00000 68750.00| PIPE, GROUP L, 30 IN. | | | 0031 715-13040 1025.000 LFT | 82.00000 84050.00| 69.75000 71493.75| PIPE, GROUP L, 36 IN. | | | 0032 715-13045 820.000 LFT | 93.00000 76260.00| 85.00000 69700.00| PIPE, GROUP L, 42 IN. | | | 0033 715-13050 640.000 LFT | 104.00000 66560.00| 98.00000 62720.00| PIPE, GROUP L, 48 IN. | | | 0034 715-44240 48.500 CYS | 470.00000 22795.00| 375.00000 18187.50| CONCRETE, A, STRUCTURES | | | 0035 720-44000 10.000 EACH| 225.00000 2250.00| 465.00000 4650.00| CASTING, ADJUST TO GRADE | | | 0036 720-45045 40.000 EACH| 1025.00000 41000.00| 1575.00000 63000.00| INLET, J10 | | | 0037 720-45410 14.000 EACH| 1650.00000 23100.00| 1925.00000 26950.00| MANHOLE, C4 | | | 0038 720-45415 12.000 EACH| 2200.00000 26400.00| 2795.00000 33540.00| MANHOLE, D4 | | | 0039 720-45416 3.000 EACH| 3100.00000 9300.00| 3975.00000 11925.00| MANHOLE, E4 | | | 0040 720-99416 19.000 EACH| 2200.00000 41800.00| 2310.00000 43890.00| CATCH BASIN, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-99417 2.000 EACH| 2200.00000 4400.00| 2310.00000 4620.00| CATCH BASIN, C15 | | | 0042 801-01766 10262.000 LFT | 0.12000 1231.44| 0.13000 1334.06| TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 4 IN. | | | 0043 801-01767 20730.000 LFT | 0.12000 2487.60| 0.13000 2694.90| TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 4 IN. | | | 0044 801-06606 4.000 EACH| 135.00000 540.00| 150.00000 600.00| BARRICADE, IIIB | | | 0045 801-06624 2.000 EACH| 650.00000 1300.00| 720.00000 1440.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0046 801-06640 20.000 EACH| 110.00000 2200.00| 115.00000 2300.00| CONSTRUCTION SIGN, A | | | 0047 801-06643 5800.000 LFT | 0.95000 5510.00| 1.05000 6090.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0048 801-06644 3028.000 LFT | 0.95000 2876.60| 1.05000 3179.40| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0049 801-06710 420.000 DAY | 15.00000 6300.00| 16.25000 6825.00| FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 40000.00000 40000.00| 133875.00000 133875.00| MAINTAINING TRAFFIC | | | 0051 802-02293 18.840 CYS | 420.00000 7912.80| 465.00000 8760.60| CONCRETE, SIGN FOUNDATION | | | 0052 802-76030 438.000 SFT | 8.70000 3810.60| 9.70000 4248.60| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0053 802-76035 37.020 SFT | 13.60000 503.47| 15.25000 564.56| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 802-76055 406.000 LFT | 4.80000 1948.80| 5.35000 2172.10| SIGN POST, A | | | 0055 802-90627 12.000 EACH| 190.00000 2280.00| 210.00000 2520.00| MID MAST ARM SIGN MOUNTING BRACKET | | | ASSEMBLY | | | 0056 803-76135 6.000 EACH| 3880.00000 23280.00| 4325.00000 25950.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0057 805-02440 1880.000 LFT | 0.45000 846.00| 0.47000 883.60| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-06592 5650.000 LFT | 9.60000 54240.00| 11.00000 62150.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0059 805-78230 5.000 EACH| 635.00000 3175.00| 695.00000 3475.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78510 600.000 LFT | 0.80000 480.00| 0.85000 510.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78785 5.000 EACH| 500.00000 2500.00| 550.00000 2750.00| SIGNAL DETECTOR HOUSING | | | 0062 805-78795 610.000 LFT | 8.30000 5063.00| 9.00000 5490.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 805-86805 3.000 EACH| 1600.00000 4800.00| 1750.00000 5250.00| SERVICE POINT, I | | | 0064 805-86838 840.000 LFT | 1.00000 840.00| 1.05000 882.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0065 805-86889 2093.000 LFT | 0.35000 732.55| 0.38000 795.34| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0066 805-86905 4.000 EACH| 89.00000 356.00| 98.00000 392.00| TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0067 805-86920 43.000 EACH| 20.00000 860.00| 21.00000 903.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0068 805-86930 35.000 EACH| 13.00000 455.00| 14.00000 490.00| INSULATING LINK, NOT WATERPROOFED | | | 0069 805-90737 1.000 EACH| 220.00000 220.00| 235.00000 235.00| TELEPHONE SERVICE | | | 0070 805-97114 15869.000 LFT | 1.90000 30151.10| 2.15000 34118.35| CABLE, INTERCONNECT, 6 PAIR 19 | | | 0071 805-98335 4816.000 LFT | 4.20000 20227.20| 4.75000 22876.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0072 805-98336 1050.000 LFT | 3.50000 3675.00| 3.95000 4147.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0073 807-02428 23.000 EACH| 860.00000 19780.00| 955.00000 21965.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0074 807-78590 22.000 EACH| 675.00000 14850.00| 740.00000 16280.00| HANDHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,722,051.91 ROUTE : N763 CALL ORDER : 150 CONTRACT ID : R -24421-A COUNTIES : LAKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 807-83740 23.000 EACH| 850.00000 19550.00| 930.00000 21390.00| LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0076 807-86620 23.000 EACH| 210.00000 4830.00| 235.00000 5405.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0077 807-86910 23.000 EACH| 28.00000 644.00| 30.00000 690.00| CONNECTOR KIT, UNFUSED | | | 0078 807-86915 23.000 EACH| 28.00000 644.00| 30.00000 690.00| CONNECTOR KIT, FUSED | | | 0079 808-06701 3580.000 LFT | 0.30000 1074.00| 0.33000 1181.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0080 808-06703 600.000 LFT | 0.30000 180.00| 0.33000 198.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0081 808-06716 3745.000 LFT | 0.45000 1685.25| 0.50000 1872.50| LINE, REMOVE | | | 0082 808-75043 500.000 LFT | 1.00000 500.00| 1.10000 550.00| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0083 808-75240 2500.000 LFT | 0.30000 750.00| 0.33000 825.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0084 808-75245 12272.000 LFT | 0.30000 3681.60| 0.33000 4049.76| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75297 191.000 LFT | 3.90000 744.90| 4.35000 830.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0086 808-75320 21.000 EACH| 62.00000 1302.00| 69.00000 1449.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 3.000 EACH| 88.00000 264.00| 97.00000 291.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-96016 185.000 LFT | 2.00000 370.00| 2.15000 397.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0089 605-06155 7357.000 LFT | 8.20000 60327.40| 11.95000 87916.15| CURB AND GUTTER, CONCRETE, MODIFIED | | | SECTION TOTALS | $ 2,440,174.53| $ 3,242,991.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,440,174.53| $ 3,242,991.18| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 27,930.46 ROUTE : 48 CALL ORDER : 160 CONTRACT ID : R -24422-A COUNTIES : DEARBORN LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 01/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-5015(E) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 22,063.56 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 23,499.95 106.5102% 3 35-1714030 MILES EXCAVATING, INC. $ 26,624.97 120.6739% 4 35-1924539 LANGENFELD WRECKING, INC. $ 31,158.80 141.2229% 5 35-1549010 MCALISTER EXCAVATING COMPANY, INC. $ 38,117.12 172.7605% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING, INC. $ 42,970.55 194.7580% 7 37-1183992 STREET'S TREE TRIMMING & REMOVAL $ 43,267.66 196.1046% 8 35-1636776 LINKEL COMPANY $ 43,700.00 198.0641% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2070195 |(3) 35-1714030 |YARDBERRY LANDSCAPE COMPANY |ALPHA EXCAVATING & LANDSCAPI|MILES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 5000.00000 5000.00| 6814.00000 6814.00| 6550.00000 6550.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 11| | | 0002 202-03000 LUMP| 6500.00000 6500.00| 6980.00000 6980.00| 8350.00000 8350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 13| | | 0003 202-03000 LUMP| 6500.00000 6500.00| 6980.00000 6980.00| 6350.00000 6350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 46| | | 0005 621-01004 1.000 EACH| 750.00000 750.00| 300.00000 300.00| 747.50000 747.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.910 Mg | 600.00000 546.00| 350.00000 318.50| 707.25000 643.60 FERTILIZER | | | 0007 621-06553 136.080 kg | 7.00000 952.56| 4.95000 673.60| 11.33000 1541.79 SEED MIXTURE, R | | | 0008 621-06565 3.630 Mg | 500.00000 1815.00| 395.00000 1433.85| 672.75000 2442.08 MULCHING MATERIAL | | | SECTION TOTALS | $ 22,063.56| $ 23,499.95| $ 26,624.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,063.56| $ 23,499.95| $ 26,624.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 27,930.46 ROUTE : 48 CALL ORDER : 160 CONTRACT ID : R -24422-A COUNTIES : DEARBORN LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1924539 |(5) 35-1549010 |(6) 35-2032723 |LANGENFELD WRECKING, INC. |MCALISTER EXCAVATING COMPANY|L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 9000.00000 9000.00| 13000.00000 13000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 11| | | 0002 202-03000 LUMP| 9000.00000 9000.00| 13000.00000 13000.00| 12488.00000 12488.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 13| | | 0003 202-03000 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| 12488.00000 12488.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 46| | | 0005 621-01004 1.000 EACH| 800.00000 800.00| 450.00000 450.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.910 Mg | 600.00000 546.00| 490.00000 445.90| 658.00000 598.78 FERTILIZER | | | 0007 621-06553 136.080 kg | 10.00000 1360.80| 9.00000 1224.72| 10.54000 1434.28 SEED MIXTURE, R | | | 0008 621-06565 3.630 Mg | 400.00000 1452.00| 550.00000 1996.50| 623.00000 2261.49 MULCHING MATERIAL | | | SECTION TOTALS | $ 31,158.80| $ 38,117.12| $ 42,970.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,158.80| $ 38,117.12| $ 42,970.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 27,930.46 ROUTE : 48 CALL ORDER : 160 CONTRACT ID : R -24422-A COUNTIES : DEARBORN LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 37-1183992 |(8) 35-1636776 | |STREET'S TREE TRIMMING & REM|LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 13800.00000 13800.00| 14000.00000 14000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL 11| | | 0002 202-03000 LUMP| 13800.00000 13800.00| 14000.00000 14000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL 13| | | 0003 202-03000 LUMP| 13800.00000 13800.00| 14000.00000 14000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL 46| | | 0005 621-01004 1.000 EACH| 1500.00000 1500.00| 202.10000 202.10| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.910 Mg | 60.00000 54.60| 300.00000 273.00| FERTILIZER | | | 0007 621-06553 136.080 kg | 0.70000 95.26| 5.00000 680.40| SEED MIXTURE, R | | | 0008 621-06565 3.630 Mg | 60.00000 217.80| 150.00000 544.50| MULCHING MATERIAL | | | SECTION TOTALS | $ 43,267.66| $ 43,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,267.66| $ 43,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,202.92 ROUTE : CALL ORDER : 170 CONTRACT ID : R -24436-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/20/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9971023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 196,864.43 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION COMPANY $ 209,197.00 106.2644% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 211,676.60 107.5240% 4 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 219,658.93 111.5787% 5 35-0997978 PHEND & BROWN, INC. $ 450,309.10 228.7407% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 4343.00000 4343.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 10590.00000 10590.00| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-01015 LUMP| 12000.00000 12000.00| 16945.00000 16945.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0004 202-52710 20.000 SYS | 25.00000 500.00| 29.50000 590.00| 15.00000 300.00 SIDEWALK, CONCRETE, REMOVE | | | 0005 203-90014 10.500 STA | 2000.00000 21000.00| 2560.00000 26880.00| 1000.00000 10500.00 LINEAR GRADING | | | 0006 205-02770 735.000 SYS | 1.60000 1176.00| 1.60000 1176.00| 1.50000 1102.50 EROSION CONTROL BLANKET | | | 0007 210-03828 5.000 EACH| 489.73000 2448.65| 485.00000 2425.00| 1200.00000 6000.00 RECEPTACLE, TRASH | | | 0008 213-52830 30.000 CYS | 87.21000 2616.30| 150.00000 4500.00| 300.00000 9000.00 FLOWABLE MORTAR | | | 0009 213-52831 20.000 EACH| 50.00000 1000.00| 0.10000 2.00| 75.00000 1500.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0010 501-05050 35.000 SYS | 28.53000 998.55| 69.25000 2423.75| 80.00000 2800.00 CEMENT CONCRETE PAVEMENT, REINFORCED, 6 | | | IN. for SPILLWAYS | | | 0011 604-90256 230.000 SYS | 23.82000 5478.60| 29.05000 6681.50| 50.00000 11500.00 SIDEWALK, CONCRETE, 6 IN. | | | 0012 604-91531 790.000 SYS | 22.78000 17996.20| 30.70000 24253.00| 30.00000 23700.00 SIDEWALK, CONCRETE, 4 IN. | | | 0013 607-06175 10.000 LFT | 20.04000 200.40| 31.50000 315.00| 30.00000 300.00 GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,202.92 ROUTE : CALL ORDER : 170 CONTRACT ID : R -24436-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-02305 30.000 CYS | 105.00000 3150.00| 345.00000 10350.00| 300.00000 9000.00 GABIONS | | | 0015 616-02320 150.000 SYS | 2.88000 432.00| 4.55000 682.50| 2.00000 300.00 GEOTEXTILES | | | 0016 616-06401 20.000 TON | 30.84000 616.80| 27.55000 551.00| 100.00000 2000.00 RIPRAP, DUMPED | | | 0017 621-04317 735.000 SYS | 1.18000 867.30| 1.18000 867.30| 1.00000 735.00 MULCHED SEEDING | | | 0018 621-06567 2.800 MG | 2.00000 5.60| 2.00000 5.60| 2.00000 5.60 WATER | | | 0019 621-06570 175.000 CYS | 30.87000 5402.25| 30.35000 5311.25| 50.00000 8750.00 TOP SOIL | | | 0020 621-06575 690.000 SYS | 3.80000 2622.00| 3.80000 2622.00| 3.00000 2070.00 SODDING, NURSERY | | | 0021 624-92647 0.150 ACRE| 6083.80000 912.57| 3230.00000 484.50| 7500.00000 1125.00 HERBICIDE TREATMENT | | | 0022 703-51030 400.000 LBS | 0.84000 336.00| 3.00000 1200.00| 1.00000 400.00 REINFORCING STEEL | | | 0023 706-04683 320.000 LFT | 87.11000 27875.20| 74.50000 23840.00| 72.50000 23200.00 RAILING WOOD, 3 Ft. 6 In. | | | 0024 715-02972 8.000 LFT | 179.45000 1435.60| 165.50000 1324.00| 150.00000 1200.00 PIPE, SLOTTED VANE DRAIN, 15 IN. | | | 0025 715-05147 36.000 LFT | 16.50000 594.00| 14.35000 516.60| 60.00000 2160.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0026 715-05149 108.000 LFT | 36.64000 3957.12| 32.75000 3537.00| 70.00000 7560.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0027 720-45260 3.000 EACH| 879.43000 2638.29| 500.00000 1500.00| 1500.00000 4500.00 PIPE CATCH BASIN, 12 IN. | | | 0028 805-86843 3600.000 LFT | 1.20000 4320.00| 1.20000 4320.00| 0.80000 2880.00 WIRE, NO. 4 COPPER, 1C | | | 0029 805-86889 1620.000 LFT | 0.50000 810.00| 0.30000 486.00| 0.30000 486.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0030 805-91703 1600.000 LFT | 8.00000 12800.00| 8.00000 12800.00| 8.50000 13600.00 CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0031 805-95888 2575.000 LFT | 1.00000 2575.00| 1.00000 2575.00| 0.70000 1802.50 WIRE, NO. 8 COPPER, 1C | | | 0032 807-04652 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4160.00000 4160.00 SERVICE POINT | | | 0033 807-04653 18.000 EACH| 550.00000 9900.00| 550.00000 9900.00| 495.00000 8910.00 LIGHTING FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,202.92 ROUTE : CALL ORDER : 170 CONTRACT ID : R -24436-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 807-04654 18.000 EACH| 940.00000 16920.00| 940.00000 16920.00| 945.00000 17010.00 LIGHT POLE 20 Ft. E.M.H., ANCHOR BASE | | | 0035 807-86605 18.000 EACH| 210.00000 3780.00| 210.00000 3780.00| 340.00000 6120.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | SECTION TOTALS | $ 196,864.43| $ 209,197.00| $ 211,676.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,864.43| $ 209,197.00| $ 211,676.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,202.92 ROUTE : CALL ORDER : 170 CONTRACT ID : R -24436-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0997978 | |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP| 4910.30000 4910.30| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 13048.05000 13048.05| 22515.00000 22515.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-01015 LUMP| 29802.21000 29802.21| 62000.00000 62000.00| CLEARING AND GRUBBING | | | 0004 202-52710 20.000 SYS | 56.82000 1136.40| 5.00000 100.00| SIDEWALK, CONCRETE, REMOVE | | | 0005 203-90014 10.500 STA | 1093.94000 11486.37| 8993.00000 94426.50| LINEAR GRADING | | | 0006 205-02770 735.000 SYS | 1.60000 1176.00| 1.60000 1176.00| EROSION CONTROL BLANKET | | | 0007 210-03828 5.000 EACH| 747.76000 3738.80| 1700.00000 8500.00| RECEPTACLE, TRASH | | | 0008 213-52830 30.000 CYS | 102.63000 3078.90| 485.00000 14550.00| FLOWABLE MORTAR | | | 0009 213-52831 20.000 EACH| 48.03000 960.60| 90.00000 1800.00| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0010 501-05050 35.000 SYS | 49.62000 1736.70| 280.00000 9800.00| CEMENT CONCRETE PAVEMENT, REINFORCED, 6 | | | IN. for SPILLWAYS | | | 0011 604-90256 230.000 SYS | 34.86000 8017.80| 83.00000 19090.00| SIDEWALK, CONCRETE, 6 IN. | | | 0012 604-91531 790.000 SYS | 31.21000 24655.90| 83.00000 65570.00| SIDEWALK, CONCRETE, 4 IN. | | | 0013 607-06175 10.000 LFT | 137.26000 1372.60| 130.00000 1300.00| GUTTER, CONCRETE | | | 0014 616-02305 30.000 CYS | 236.36000 7090.80| 500.00000 15000.00| GABIONS | | | 0015 616-02320 150.000 SYS | 5.53000 829.50| 4.00000 600.00| GEOTEXTILES | | | 0016 616-06401 20.000 TON | 151.21000 3024.20| 265.00000 5300.00| RIPRAP, DUMPED | | | 0017 621-04317 735.000 SYS | 1.18000 867.30| 1.20000 882.00| MULCHED SEEDING | | | 0018 621-06567 2.800 MG | 2.00000 5.60| 2.00000 5.60| WATER | | | 0019 621-06570 175.000 CYS | 60.27000 10547.25| 45.00000 7875.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,202.92 ROUTE : CALL ORDER : 170 CONTRACT ID : R -24436-A COUNTIES : ST. JOSEPH LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0997978 | |LAPORTE CONSTRUCTION COMPANY|PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06575 690.000 SYS | 3.80000 2622.00| 3.80000 2622.00| SODDING, NURSERY | | | 0021 624-92647 0.150 ACRE| 1667.00000 250.05| 1680.00000 252.00| HERBICIDE TREATMENT | | | 0022 703-51030 400.000 LBS | 5.03000 2012.00| 1.00000 400.00| REINFORCING STEEL | | | 0023 706-04683 320.000 LFT | 72.50000 23200.00| 72.50000 23200.00| RAILING WOOD, 3 Ft. 6 In. | | | 0024 715-02972 8.000 LFT | 271.44000 2171.52| 390.00000 3120.00| PIPE, SLOTTED VANE DRAIN, 15 IN. | | | 0025 715-05147 36.000 LFT | 24.28000 874.08| 70.00000 2520.00| PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0026 715-05149 108.000 LFT | 21.75000 2349.00| 150.00000 16200.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0027 720-45260 3.000 EACH| 1030.00000 3090.00| 300.00000 900.00| PIPE CATCH BASIN, 12 IN. | | | 0028 805-86843 3600.000 LFT | 1.20000 4320.00| 1.20000 4320.00| WIRE, NO. 4 COPPER, 1C | | | 0029 805-86889 1620.000 LFT | 0.50000 810.00| 0.50000 810.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0030 805-91703 1600.000 LFT | 8.00000 12800.00| 8.00000 12800.00| CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0031 805-95888 2575.000 LFT | 1.00000 2575.00| 1.00000 2575.00| WIRE, NO. 8 COPPER, 1C | | | 0032 807-04652 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| SERVICE POINT | | | 0033 807-04653 18.000 EACH| 550.00000 9900.00| 550.00000 9900.00| LIGHTING FOUNDATION | | | 0034 807-04654 18.000 EACH| 940.00000 16920.00| 940.00000 16920.00| LIGHT POLE 20 Ft. E.M.H., ANCHOR BASE | | | 0035 807-86605 18.000 EACH| 210.00000 3780.00| 210.00000 3780.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | SECTION TOTALS | $ 219,658.93| $ 450,309.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,658.93| $ 450,309.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -24526-A COUNTIES : MARION LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY, INC. $ 935,477.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,016.23 ROUTE : 62 CALL ORDER : 200 CONTRACT ID : R -24554-A COUNTIES : WARRICK LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 01/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582525 AIGNER, JERRY CONSTRUCTION, INC. $ 12,146.89 100.0000% 2 35-1438628 STRADTNER, RAY EXCAVATING, INC $ 13,874.34 114.2213% 3 35-1115135 PARKER, D.K. COMPANY, INC. $ 14,049.51 115.6634% 4 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 15,513.87 127.7188% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 18,310.58 150.7429% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTRUCTION COMPANY, INC. $ 19,153.86 157.6853% 7 37-1183992 STREET'S TREE TRIMMING & REMOVAL $ 21,656.72 178.2902% 8 35-1284120 KOBERSTEIN TRUCKING, INC. $ 24,381.95 200.7258% 9 35-1714030 MILES EXCAVATING, INC. $ 24,876.13 204.7942% 10 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 25,431.70 209.3679% 11 35-1770090 GRUBB EXCAVATING, INC. $ 28,095.10 231.2945% ==================================================================================================================================== |(1) 35-1582525 |(2) 35-1438628 |(3) 35-1115135 |AIGNER, JERRY CONSTRUCTION, |STRADTNER, RAY EXCAVATING, I|PARKER, D.K. COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5986.00000 5986.00| 5475.00000 5475.00| 6900.00000 6900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 5170.00000 5170.00| 5890.00000 5890.00| 3975.00000 3975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 621-01004 1.000 EACH| 200.00000 200.00| 1000.00000 1000.00| 747.00000 747.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 250.00000 226.75| 625.00000 566.87| 891.00000 808.14 FERTILIZER | | | 0005 621-06553 68.400 kg | 4.80000 328.32| 3.90000 266.76| 12.47000 852.95 SEED MIXTURE, R | | | 0006 621-06565 0.907 Mg | 260.00000 235.82| 745.00000 675.71| 845.00000 766.42 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,146.89| $ 13,874.34| $ 14,049.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,146.89| $ 13,874.34| $ 14,049.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,016.23 ROUTE : 62 CALL ORDER : 200 CONTRACT ID : R -24554-A COUNTIES : WARRICK LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1763075 |(5) 35-2070195 |(6) 35-1009310 |NAAS BROTHERS TRUCKING, INC.|ALPHA EXCAVATING & LANDSCAPI|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 8300.00000 8300.00| 8560.00000 8560.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 6000.00000 6000.00| 8400.00000 8400.00| 8200.00000 8200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 621-01004 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 300.00000 272.10| 390.00000 353.73| 800.00000 725.60 FERTILIZER | | | 0005 621-06553 68.400 kg | 5.00000 342.00| 4.95000 338.58| 12.00000 820.80 SEED MIXTURE, R | | | 0006 621-06565 0.907 Mg | 110.00000 99.77| 395.00000 358.27| 780.00000 707.46 MULCHING MATERIAL | | | SECTION TOTALS | $ 15,513.87| $ 18,310.58| $ 19,153.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,513.87| $ 18,310.58| $ 19,153.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,016.23 ROUTE : 62 CALL ORDER : 200 CONTRACT ID : R -24554-A COUNTIES : WARRICK LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 37-1183992 |(8) 35-1284120 |(9) 35-1714030 |STREET'S TREE TRIMMING & REM|KOBERSTEIN TRUCKING, INC. |MILES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 9500.00000 9500.00| 8850.00000 8850.00| 14400.00000 14400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 10500.00000 10500.00| 12420.00000 12420.00| 7300.00000 7300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 621-01004 1.000 EACH| 1500.00000 1500.00| 700.00000 700.00| 747.50000 747.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 60.00000 54.42| 937.16000 850.00| 891.25000 808.36 FERTILIZER | | | 0005 621-06553 68.400 kg | 0.70000 47.88| 12.28000 839.95| 12.48000 853.63 SEED MIXTURE, R | | | 0006 621-06565 0.907 Mg | 60.00000 54.42| 796.04000 722.00| 845.25000 766.64 MULCHING MATERIAL | | | SECTION TOTALS | $ 21,656.72| $ 24,381.95| $ 24,876.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,656.72| $ 24,381.95| $ 24,876.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,016.23 ROUTE : 62 CALL ORDER : 200 CONTRACT ID : R -24554-A COUNTIES : WARRICK LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1817574 |(11) 35-1770090 | |YARDBERRY LANDSCAPE COMPANY |GRUBB EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 12000.00000 12000.00| 9500.00000 9500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 11000.00000 11000.00| 17000.00000 17000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 621-01004 1.000 EACH| 750.00000 750.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.907 Mg | 600.00000 544.20| 500.00000 453.50| FERTILIZER | | | 0005 621-06553 68.400 kg | 10.00000 684.00| 7.00000 478.80| SEED MIXTURE, R | | | 0006 621-06565 0.907 Mg | 500.00000 453.50| 400.00000 362.80| MULCHING MATERIAL | | | SECTION TOTALS | $ 25,431.70| $ 28,095.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,431.70| $ 28,095.10| ====================================================================================================================================