INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B375007 B375007 B375007 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 6,321,415.45 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,841,372.40 108.2253% 3 35-1609544 SCHUTT-LOOKABILL CO $ 6,915,798.30 109.4026% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,966,860.30 110.2104% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 6,978,100.00 110.3882% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 46000.00000 46000.00| 110000.00000 110000.00| 139680.00000 139680.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1390.00000 22240.00| 2000.00000 32000.00| 2045.90000 32734.40 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 316000.00000 316000.00| 340000.00000 340000.00| 345789.70000 345789.70 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 94800.00000 94800.00| 100000.00000 100000.00| 103736.40000 103736.40 CLEARING RIGHT OF WAY | | | 0005 202-02236 307.000 m2 | 13.00000 3991.00| 12.90000 3960.30| 19.60000 6017.20 SURFACE, REMOVE | | | 0006 202-02240 690.000 m2 | 22.00000 15180.00| 15.00000 10350.00| 12.50000 8625.00 PAVEMENT REMOVAL | | | 0007 202-02241 336.000 m | 10.00000 3360.00| 10.00000 3360.00| 10.53000 3538.08 GUARDRAIL, REMOVE | | | 0008 202-02272 409.000 m | 15.00000 6135.00| 12.00000 4908.00| 11.22000 4588.98 PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 456.000 m | 13.00000 5928.00| 5.00000 2280.00| 9.11000 4154.16 CURB, CONCRETE, REMOVE | | | 0010 202-02279 631.000 m | 12.00000 7572.00| 8.00000 5048.00| 8.67000 5470.77 CURB AND GUTTER, REMOVE | | | 0011 202-51328 LUMP| 28700.00000 28700.00| 57000.00000 57000.00| 102569.50000 102569.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 20000.00000 20000.00| 51000.00000 51000.00| 97618.50000 97618.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-51368 200.000 m2 | 42.00000 8400.00| 12.00000 2400.00| 18.00000 3600.00 SLOPEWALL, REMOVE | | | 0014 202-52710 253.000 m2 | 6.00000 1518.00| 10.00000 2530.00| 9.56000 2418.68 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 4070.00000 4070.00| 5600.00000 5600.00| 5940.00000 5940.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 202-91385 11.000 EACH| 470.00000 5170.00| 150.00000 1650.00| 187.13000 2058.43 INLET, REMOVE | | | 0017 202-93047 2.000 EACH| 600.00000 1200.00| 275.00000 550.00| 562.55000 1125.10 MANHOLE, REMOVE | | | 0018 202-96151 LUMP| 1070.00000 1070.00| 1050.00000 1050.00| 2315.00000 2315.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0019 203-02000 7309.000 m3 | 29.00000 211961.00| 25.00000 182725.00| 35.07000 256326.63 EXCAVATION, COMMON | | | 0020 203-02070 5418.000 m3 | 13.00000 70434.00| 25.00000 135450.00| 17.18000 93081.24 BORROW | | | 0021 203-51223 64.000 m3 | 26.00000 1664.00| 30.00000 1920.00| 27.00000 1728.00 EXCAVATION, WATERWAY | | | 0022 205-06930 20.000 Mg | 37.00000 740.00| 125.00000 2500.00| 35.34000 706.80 SPLASHPAD, RIPRAP | | | 0023 205-06931 22.000 Mg | 46.00000 1012.00| 125.00000 2750.00| 31.79000 699.38 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 41.000 EACH| 59.00000 2419.00| 60.00000 2460.00| 59.40000 2435.40 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 12.000 Mg | 600.00000 7200.00| 575.00000 6900.00| 609.12000 7309.44 TEMPORARY MULCHING | | | 0026 205-06937 2035.000 m | 4.50000 9157.50| 4.35000 8852.25| 4.51000 9177.85 TEMPORARY SILT FENCE | | | 0027 206-51220 72.000 m3 | 23.00000 1656.00| 55.00000 3960.00| 190.72000 13731.84 EXCAVATION, WET | | | 0028 206-51230 16.000 m3 | 26.00000 416.00| 125.00000 2000.00| 50.00000 800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 29888.000 m2 | 3.50000 104608.00| 5.00000 149440.00| 5.55000 165878.40 SUBGRADE TREATMENT, TYPE A | | | 0030 207-07503 4838.000 m2 | 4.50000 21771.00| 3.50000 16933.00| 7.17000 34688.46 SUBGRADE TREATMENT, TYPE E | | | 0031 210-07562 138.000 m | 1.10000 151.80| 2.50000 345.00| 2.59000 357.42 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 211-07454 6783.000 m3 | 32.00000 217056.00| 18.00000 122094.00| 27.58000 187075.14 STRUCTURE BACKFILL | | | 0033 213-08058 5.000 m3 | 70.00000 350.00| 165.00000 825.00| 286.40000 1432.00 FLOWABLE BACKFILL | | | 0034 213-52830 39.000 m3 | 70.00000 2730.00| 150.00000 5850.00| 189.51000 7390.89 FLOWABLE MORTAR | | | 0035 301-07448 2636.000 Mg | 22.00000 57992.00| 28.00000 73808.00| 22.21000 58545.56 COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 302-07455 127.000 m3 | 61.00000 7747.00| 50.00000 6350.00| 39.35000 4997.45 DENSE GRADED SUBBASE | | | 0037 306-08034 151.000 m2 | 4.80000 724.80| 4.25000 641.75| 7.56000 1141.56 MILLING, ASPHALT, 38 mm | | | 0038 306-08036 2906.000 m2 | 4.00000 11624.00| 2.25000 6538.50| 4.32000 12553.92 MILLING, ASPHALT, 50 mm | | | 0039 306-08041 309.000 m2 | 5.70000 1761.30| 4.75000 1467.75| 10.80000 3337.20 MILLING, CONCRETE PAVEMENT | | | 0040 306-08043 582.000 m2 | 9.90000 5761.80| 3.75000 2182.50| 6.48000 3771.36 MILLING, TRANSITION | | | 0041 401-06264 LUMP| 2000.00000 2000.00| 1100.00000 1100.00| 2160.00000 2160.00 PROFILOGRAPH, HMA | | | 0042 401-07334 4865.000 Mg | 49.00000 238385.00| 55.00000 267575.00| 51.84000 252201.60 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0043 401-07403 8107.000 Mg | 36.00000 291852.00| 42.00000 340494.00| 37.80000 306444.60 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0044 401-07408 10105.000 Mg | 36.00000 363780.00| 36.00000 363780.00| 37.80000 381969.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0045 401-07429 5637.000 Mg | 42.00000 236754.00| 45.00000 253665.00| 44.28000 249606.36 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0046 402-07452 7826.000 Mg | 43.00000 336518.00| 38.00000 297388.00| 43.20000 338083.20 HMA, TYPE C, WEDGE AND LEVEL | | | 0047 402-07453 223.000 Mg | 130.00000 28990.00| 56.00000 12488.00| 95.04000 21193.92 HMA FOR TEMPORARY PAVEMENT | | | 0048 406-05520 60.000 Mg | 250.00000 15000.00| 110.00000 6600.00| 270.00000 16200.00 ASPHALT FOR TACK COAT | | | 0049 601-01522 8.000 EACH| 1550.00000 12400.00| 1475.00000 11800.00| 1566.00000 12528.00 GUARDRAIL TRANSITION TYPE TGB | | | 0050 601-94689 8.000 EACH| 2170.00000 17360.00| 2050.00000 16400.00| 2187.00000 17496.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-95871 427.000 m | 110.00000 46970.00| 115.00000 49105.00| 115.56000 49344.12 HANDRAIL | | | 0052 601-99105 42.000 m | 49.00000 2058.00| 47.00000 1974.00| 49.68000 2086.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 603-01159 3.000 m | 89.00000 267.00| 85.00000 255.00| 89.64000 268.92 FENCE, CHAIN LINK, 1067 mm | | | 0054 603-04847 2.000 EACH| 1070.00000 2140.00| 1050.00000 2100.00| 1080.00000 2160.00 FENCE GATE | | | 0055 603-06040 4.000 m | 67.00000 268.00| 65.00000 260.00| 68.04000 272.16 FENCE, FARM FIELD, 1190 mm | | | 0056 603-06730 2.000 EACH| 1070.00000 2140.00| 1050.00000 2100.00| 1080.00000 2160.00 FENCE GATE, CHAIN LINK, 1820 mm X 1.8 m | | | 0057 603-92636 13.000 m | 70.00000 910.00| 67.00000 871.00| 70.20000 912.60 FENCE, CHAIN LINK, 1830 mm | | | 0058 603-99319 6.000 m | 93.00000 558.00| 90.00000 540.00| 93.96000 563.76 FENCE, CHAIN LINK, 2120 mm | | | 0059 604-06070 1727.000 m2 | 27.00000 46629.00| 27.00000 46629.00| 26.97000 46577.19 SIDEWALK, CONCRETE | | | 0060 604-07902 135.000 m2 | 110.00000 14850.00| 115.00000 15525.00| 116.58000 15738.30 CURB RAMP, CONCRETE, H | | | 0061 604-07903 18.000 m2 | 120.00000 2160.00| 115.00000 2070.00| 75.16000 1352.88 CURB RAMP, CONCRETE, K | | | 0062 604-91531 32.000 m2 | 47.00000 1504.00| 27.00000 864.00| 51.70000 1654.40 SIDEWALK, CONCRETE, 100 mm | | | 0063 605-06120 42.000 m | 63.00000 2646.00| 67.00000 2814.00| 47.38000 1989.96 CURB, CONCRETE | | | 0064 605-06140 5063.000 m | 38.00000 192394.00| 35.00000 177205.00| 44.10000 223278.30 CURB AND GUTTER, CONCRETE | | | 0065 605-96305 560.000 m | 51.00000 28560.00| 35.00000 19600.00| 51.17000 28655.20 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0066 607-06370 7.000 m | 590.00000 4130.00| 290.00000 2030.00| 972.58000 6808.06 PAVED SIDE DITCH, H | | | 0067 610-06259 851.000 m2 | 62.00000 52762.00| 60.00000 51060.00| 57.53000 48958.03 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0068 610-07488 2409.000 Mg | 81.00000 195129.00| 49.00000 118041.00| 82.08000 197730.72 HMA FOR APPROACHES, TYPE C | | | 0069 610-07712 1772.000 m2 | 41.00000 72652.00| 40.00000 70880.00| 39.76000 70454.72 PCCP FOR APPROACHES, 150 mm | | | 0070 611-06497 20.000 EACH| 170.00000 3400.00| 165.00000 3300.00| 172.80000 3456.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 615-01323 17.000 EACH| 320.00000 5440.00| 300.00000 5100.00| 318.60000 5416.20 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0072 615-06490 40.000 EACH| 110.00000 4400.00| 110.00000 4400.00| 114.48000 4579.20 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 616-02320 1680.000 m2 | 2.00000 3360.00| 3.50000 5880.00| 1.55000 2604.00 GEOTEXTILES | | | 0074 616-06405 1237.000 Mg | 28.00000 34636.00| 30.00000 37110.00| 21.02000 26001.74 RIPRAP, REVETMENT | | | 0075 621-01004 5.000 EACH| 480.00000 2400.00| 475.00000 2375.00| 486.00000 2430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-06545 2.000 Mg | 120.00000 240.00| 115.00000 230.00| 118.80000 237.60 FERTILIZER | | | 0077 621-06557 353.000 kg | 3.30000 1164.90| 3.25000 1147.25| 3.28000 1157.84 SEED MIXTURE, T | | | 0078 621-06567 336.000 kL | 2.10000 705.60| 2.00000 672.00| 2.16000 725.76 WATER | | | 0079 621-06570 1399.000 m3 | 9.10000 12730.90| 28.00000 39172.00| 28.55000 39941.45 TOP SOIL | | | 0080 621-06575 18654.000 m2 | 3.20000 59692.80| 3.25000 60625.50| 3.24000 60438.96 SODDING, NURSERY | | | 0081 701-05687 119.000 m | 180.00000 21420.00| 350.00000 41650.00| 577.73000 68749.87 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0082 701-96089 577.000 m | 190.00000 109630.00| 200.00000 115400.00| 88.34000 50972.18 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0083 702-51005 26.000 m3 | 1530.00000 39780.00| 2000.00000 52000.00| 649.96000 16898.96 CONCRETE, A, SUBSTRUCTURE | | | 0084 702-51863 210.000 EACH| 8.30000 1743.00| 17.00000 3570.00| 8.00000 1680.00 FIELD DRILLED HOLE IN CONCRETE | | | 0085 703-51030 22720.000 kg | 2.10000 47712.00| 1.70000 38624.00| 1.37000 31126.40 REINFORCING STEEL | | | 0086 703-51032 48305.000 kg | 2.20000 106271.00| 2.00000 96610.00| 1.68000 81152.40 REINFORCING STEEL, EPOXY COATED | | | 0087 704-51002 253.000 m3 | 700.00000 177100.00| 800.00000 202400.00| 609.60000 154228.80 CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-06349 50.000 m | 330.00000 16500.00| 325.00000 16250.00| 258.00000 12900.00 RAILING, TX | | | 0089 706-06349 22.000 m | 440.00000 9680.00| 425.00000 9350.00| 273.27000 6011.94 RAILING, TX MODIFIED | | | 0090 706-06372 6.000 EACH| 1930.00000 11580.00| 1800.00000 10800.00| 1800.00000 10800.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0091 706-06372 2.000 EACH| 2340.00000 4680.00| 2200.00000 4400.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 709-51821 LUMP| 1790.00000 1790.00| 1700.00000 1700.00| 1794.96000 1794.96 SURFACE SEAL , STR. NO. 1 | | | 0093 709-51821 LUMP| 2640.00000 2640.00| 2500.00000 2500.00| 2663.28000 2663.28 SURFACE SEAL , STR. NO. 2 | | | 0094 714-04802 887.000 m2 | 100.00000 88700.00| 60.00000 53220.00| 86.24000 76494.88 CONCRETE MODULAR BLOCK WALL | | | 0095 714-44240 41.000 m3 | 1300.00000 53300.00| 1250.00000 51250.00| 647.55000 26549.55 CONCRETE, A, STRUCTURES | | | 0096 715-04612 4.000 m | 590.00000 2360.00| 725.00000 2900.00| 650.08000 2600.32 PIPE , RCHEP, CLASS HE-A, DO.3=30, MIN. | | | AREA 1.2 m2 | | | 0097 715-04612 6.000 m | 430.00000 2580.00| 475.00000 2850.00| 319.40000 1916.40 PIPE , REINFORCED CONCRETE, II, DO.3=50,| | | 1050 mm | | | 0098 715-05024 1.000 m | 690.00000 690.00| 1200.00000 1200.00| 500.54000 500.54 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0099 715-05048 5118.000 m | 12.00000 61416.00| 13.00000 66534.00| 9.74000 49849.32 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 265.000 m | 45.00000 11925.00| 50.00000 13250.00| 32.35000 8572.75 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05149 115.000 m | 68.00000 7820.00| 90.00000 10350.00| 108.58000 12486.70 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0102 715-05151 2890.000 m | 62.00000 179180.00| 90.00000 260100.00| 80.26000 231951.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0103 715-05152 935.000 m | 74.00000 69190.00| 105.00000 98175.00| 86.40000 80784.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0104 715-05154 94.000 m | 110.00000 10340.00| 120.00000 11280.00| 133.09000 12510.46 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0105 715-05156 43.000 m | 190.00000 8170.00| 180.00000 7740.00| 163.97000 7050.71 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0106 715-05165 58.000 m | 520.00000 30160.00| 660.00000 38280.00| 526.58000 30541.64 PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0107 715-05407 511.000 m | 6.20000 3168.20| 50.00000 25550.00| 29.76000 15207.36 PIPE, END BENT DRAIN, 150 mm | | | 0108 715-05574 67.000 m | 83.00000 5561.00| 110.00000 7370.00| 147.16000 9859.72 PIPE, 300 mm | | | 0109 715-05708 4.000 m | 170.00000 680.00| 525.00000 2100.00| 144.60000 578.40 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0110 715-05842 1.000 EACH| 2820.00000 2820.00| 2000.00000 2000.00| 959.45000 959.45 CONCRETE ANCHOR, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 715-06004 1.000 EACH| 2820.00000 2820.00| 2200.00000 2200.00| 1066.40000 1066.40 CONCRETE ANCHOR, 1200 mm | | | 0112 715-06357 1.000 EACH| 2920.00000 2920.00| 2400.00000 2400.00| 1465.30000 1465.30 CONCRETE ANCHOR, 1800 mm | | | 0113 715-06509 2.000 m | 230.00000 460.00| 625.00000 1250.00| 478.11000 956.22 PIPE, RCP, II, D0.3=50, 750 mm | | | 0114 715-06513 9.000 m | 450.00000 4050.00| 660.00000 5940.00| 362.03000 3258.27 PIPE, RCP, II, D0.3=50, 1200 mm | | | 0115 715-06514 12.000 m | 530.00000 6360.00| 450.00000 5400.00| 553.62000 6643.44 PIPE, RCP, II, D0.3=50, 1800 mm | | | 0116 715-06690 5.000 m | 82.00000 410.00| 850.00000 4250.00| 169.93000 849.65 PIPE, RCP, III, D0.3=75, 300 mm | | | 0117 715-07536 1.000 EACH| 3090.00000 3090.00| 2400.00000 2400.00| 1323.82000 1323.82 CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0118 715-46000 15.000 EACH| 410.00000 6150.00| 225.00000 3375.00| 483.75000 7256.25 PIPE END SECTION, 300 mm | | | 0119 715-46005 10.000 EACH| 430.00000 4300.00| 250.00000 2500.00| 525.03000 5250.30 PIPE END SECTION, 375 mm | | | 0120 715-46020 5.000 EACH| 530.00000 2650.00| 350.00000 1750.00| 688.20000 3441.00 PIPE END SECTION, 600 mm | | | 0121 715-46030 1.000 EACH| 660.00000 660.00| 450.00000 450.00| 835.55000 835.55 PIPE END SECTION, 750 mm | | | 0122 715-91361 12.000 m | 6.20000 74.40| 70.00000 840.00| 53.40000 640.80 PIPE, PVC, 150 mm | | | 0123 715-92037 6.000 m | 73.00000 438.00| 70.00000 420.00| 131.95000 791.70 PIPE, PVC, 100 mm | | | 0124 715-92537 29.000 m | 150.00000 4350.00| 72.00000 2088.00| 201.42000 5841.18 PIPE, PVC, 200 mm | | | 0125 715-97122 182.000 m | 45.00000 8190.00| 67.00000 12194.00| 26.70000 4859.40 PIPE, PVC, 50 mm | | | 0126 716-07630 19.000 m | 1510.00000 28690.00| 2200.00000 41800.00| 1967.98000 37391.62 PIPE INSTALLATION, TRENCHLESS, 300 mm | | | 0127 716-07632 30.000 m | 1110.00000 33300.00| 1700.00000 51000.00| 1370.52000 41115.60 PIPE INSTALLATION, TRENCHLESS, 450 mm | | | 0128 718-06532 1000.000 m | 3.20000 3200.00| 3.25000 3250.00| 3.54000 3540.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0129 718-52610 1033.000 m3 | 28.00000 28924.00| 65.00000 67145.00| 38.29000 39553.57 AGGREGATE FOR UNDERDRAINS | | | 0130 718-99153 5989.000 m2 | 1.40000 8384.60| 2.50000 14972.50| 1.89000 11319.21 GEOTEXTILES FOR UNDERDRAIN | | | 0131 720-04682 1.000 EACH| 870.00000 870.00| 1350.00000 1350.00| 780.33000 780.33 INLET , E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 720-44000 19.000 EACH| 570.00000 10830.00| 500.00000 9500.00| 554.00000 10526.00 CASTING, ADJUST TO GRADE | | | 0133 720-44025 6.000 EACH| 510.00000 3060.00| 400.00000 2400.00| 803.67000 4822.02 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0134 720-44041 1.000 EACH| 350.00000 350.00| 225.00000 225.00| 285.50000 285.50 CASTING, 7 , ADJUST TO GRADE | | | 0135 720-45005 2.000 EACH| 1060.00000 2120.00| 1500.00000 3000.00| 1058.97000 2117.94 INLET, A2 | | | 0136 720-45015 1.000 EACH| 980.00000 980.00| 1400.00000 1400.00| 1049.35000 1049.35 INLET, A8 | | | 0137 720-45030 22.000 EACH| 990.00000 21780.00| 1300.00000 28600.00| 893.12000 19648.64 INLET, E7 | | | 0138 720-45035 11.000 EACH| 810.00000 8910.00| 1300.00000 14300.00| 946.75000 10414.25 INLET, F7 | | | 0139 720-45270 4.000 EACH| 610.00000 2440.00| 1100.00000 4400.00| 950.27000 3801.08 PIPE CATCH BASIN, 450 mm | | | 0140 720-45410 96.000 EACH| 2430.00000 233280.00| 2000.00000 192000.00| 2055.60000 197337.60 MANHOLE, C4 | | | 0141 720-45605 7.000 m | 2730.00000 19110.00| 1750.00000 12250.00| 2481.93000 17373.51 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0142 720-91110 2.000 EACH| 10300.00000 20600.00| 8500.00000 17000.00| 11007.92000 22015.84 MANHOLE, N4 | | | 0143 720-94612 2.000 EACH| 2890.00000 5780.00| 5000.00000 10000.00| 3614.34000 7228.68 MANHOLE, K4 | | | 0144 720-95422 8.000 EACH| 2440.00000 19520.00| 4200.00000 33600.00| 4403.60000 35228.80 MANHOLE, J4 | | | 0145 720-97896 3.000 EACH| 840.00000 2520.00| 1300.00000 3900.00| 1201.72000 3605.16 INLET, A4 | | | 0146 720-98174 95.000 EACH| 1520.00000 144400.00| 2000.00000 190000.00| 1920.11000 182410.45 INLET, B15 | | | 0147 720-98555 13.000 EACH| 1570.00000 20410.00| 2100.00000 27300.00| 2094.09000 27223.17 INLET, C15 | | | 0148 722-51401 7.000 m2 | 360.00000 2520.00| 700.00000 4900.00| 215.20000 1506.40 BRIDGE DECK PATCHING, FULL DEPTH | | | 0149 722-51842 714.000 m2 | 77.00000 54978.00| 60.00000 42840.00| 59.88000 42754.32 BRIDGE DECK OVERLAY | | | 0150 722-51846 11.000 m3 | 434.50000 4779.50| 434.50000 4779.50| 434.50000 4779.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0151 722-51852 179.000 m2 | 150.00000 26850.00| 100.00000 17900.00| 75.32000 13482.28 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0152 728-98377 LUMP| 2310.00000 2310.00| 1800.00000 1800.00| 1940.76000 1940.76 MASONRY COATING , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 728-98377 LUMP| 1730.00000 1730.00| 1250.00000 1250.00| 1328.40000 1328.40 MASONRY COATING , STR. NO. 2 | | | 0154 729-51875 3.000 m2 | 1160.00000 3480.00| 300.00000 900.00| 500.00000 1500.00 CONCRETE, A, PATCHING | | | 0155 731-93946 887.000 m2 | 72.00000 63864.00| 175.00000 155225.00| 142.00000 125954.00 WALL ERECTION | | | 0156 731-93947 472.000 m | 3.60000 1699.20| 85.00000 40120.00| 55.86000 26365.92 LEVELING PAD, CONCRETE | | | 0159 732-07653 1897.000 Mg | 28.00000 53116.00| 40.00000 75880.00| 18.98000 36005.06 COARSE AGGREGATE, NO. 8 | | | 0160 801-01504 39.000 EACH| 27.00000 1053.00| 31.00000 1209.00| 20.52000 800.28 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0161 801-02595 20.000 EACH| 220.00000 4400.00| 55.00000 1100.00| 58.32000 1166.40 CONTROLLER, RESET TIMING | | | 0162 801-02617 2.000 EACH| 1490.00000 2980.00| 575.00000 1150.00| 594.00000 1188.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0163 801-03290 23.000 EACH| 130.00000 2990.00| 135.00000 3105.00| 189.00000 4347.00 CONSTRUCTION SIGN, C | | | 0164 801-04308 14.000 EACH| 420.00000 5880.00| 275.00000 3850.00| 297.00000 4158.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0165 801-06203 36297.000 m | 0.15000 5444.55| 0.30000 10889.10| 0.29000 10526.13 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0166 801-06207 12263.000 m | 1.60000 19620.80| 2.60000 31883.80| 3.12000 38260.56 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0167 801-06211 13.000 EACH| 71.00000 923.00| 43.00000 559.00| 85.32000 1109.16 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0168 801-06216 291.000 m | 3.00000 873.00| 3.75000 1091.25| 4.43000 1289.13 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0169 801-06218 117.000 m | 12.00000 1404.00| 15.50000 1813.50| 19.44000 2274.48 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0170 801-06539 LUMP| 6780.00000 6780.00| 375.00000 375.00| 372.60000 372.60 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0171 801-06625 91.000 EACH| 48.00000 4368.00| 85.00000 7735.00| 90.72000 8255.52 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 801-06640 72.000 EACH| 110.00000 7920.00| 100.00000 7200.00| 210.60000 15163.20 CONSTRUCTION SIGN, A | | | 0173 801-06645 19.000 EACH| 80.00000 1520.00| 45.00000 855.00| 48.60000 923.40 CONSTRUCTION SIGN, B | | | 0174 801-06710 570.000 DAY | 7.00000 3990.00| 14.00000 7980.00| 12.96000 7387.20 FLASHING ARROW SIGN | | | 0175 801-06775 LUMP| 214000.00000 214000.00| 250000.00000 250000.00| 133043.00000 133043.00 MAINTAINING TRAFFIC | | | 0176 801-07118 140.000 m | 8.00000 1120.00| 25.00000 3500.00| 15.12000 2116.80 BARRICADE, III-A | | | 0177 801-07119 310.000 m | 9.00000 2790.00| 27.00000 8370.00| 16.20000 5022.00 BARRICADE, III-B | | | 0178 801-53072 LUMP| 10700.00000 10700.00| 8000.00000 8000.00| 8100.00000 8100.00 TEMPORARY TRAFFIC SIGNAL | | | 0179 801-94295 64.000 EACH| 300.00000 19200.00| 10.00000 640.00| 10.48000 670.72 SIGNAL HEAD, RELOCATE | | | 0181 805-01842 19.000 EACH| 730.00000 13870.00| 825.00000 15675.00| 864.00000 16416.00 HANDHOLE, SIGNAL | | | 0182 805-01843 1.000 EACH| 200.00000 200.00| 220.00000 220.00| 235.44000 235.44 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0183 805-02087 LUMP| 1770.00000 1770.00| 775.00000 775.00| 810.00000 810.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0184 805-02152 8.000 EACH| 370.00000 2960.00| 440.00000 3520.00| 468.72000 3749.76 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0185 805-02373 2764.000 m | 9.30000 25705.20| 8.50000 23494.00| 8.96000 24765.44 INTERCONNECT CABLE, FIBER OPTIC | | | 0186 805-03793 3.000 EACH| 550.00000 1650.00| 375.00000 1125.00| 395.28000 1185.84 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0187 805-06483 1.000 EACH| 7120.00000 7120.00| 4800.00000 4800.00| 5076.00000 5076.00 C0NTROLLER , MASTER, MENU DRIVEN, TS2, | | | TYPE I | | | 0188 805-06483 1.000 EACH| 4840.00000 4840.00| 3650.00000 3650.00| 3888.00000 3888.00 C0NTROLLER , MENU DRIVEN, 8 PHASE, TS2, | | | TYPE I | | | 0189 805-06592 1590.000 m | 40.00000 63600.00| 49.00000 77910.00| 51.84000 82425.60 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0190 805-06834 2.000 EACH| 13100.00000 26200.00| 11000.00000 22000.00| 11340.00000 22680.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 805-78205 6.000 EACH| 840.00000 5040.00| 735.00000 4410.00| 777.60000 4665.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0192 805-78230 10.000 EACH| 1300.00000 13000.00| 1200.00000 12000.00| 1209.60000 12096.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0193 805-78370 8.000 EACH| 120.00000 960.00| 190.00000 1520.00| 196.56000 1572.48 PEDESTRIAN PUSH BUTTON | | | 0194 805-78415 8.000 EACH| 1110.00000 8880.00| 1200.00000 9600.00| 1231.20000 9849.60 SPAN, CATENARY, AND TETHER | | | 0195 805-78420 8.000 EACH| 210.00000 1680.00| 250.00000 2000.00| 264.60000 2116.80 DISCONNECT HANGER | | | 0196 805-78445 2.000 EACH| 480.00000 960.00| 350.00000 700.00| 368.28000 736.56 SIGNAL SERVICE | | | 0197 805-78465 61.000 m | 3.70000 225.70| 6.75000 411.75| 7.02000 428.22 SIGNAL CABLE, 2C 8GA. | | | 0198 805-78470 5968.000 m | 1.10000 6564.80| 0.30000 1790.40| 0.28000 1671.04 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0199 805-78480 347.000 m | 2.70000 936.90| 5.75000 1995.25| 5.83000 2023.01 SIGNAL CABLE, 3C 14GA. | | | 0200 805-78485 340.000 m | 3.10000 1054.00| 7.00000 2380.00| 7.34000 2495.60 SIGNAL CABLE, 5C 14GA. | | | 0201 805-78490 128.000 m | 3.20000 409.60| 6.75000 864.00| 6.91000 884.48 SIGNAL CABLE, 7C 14GA. | | | 0202 805-78500 402.000 m | 4.10000 1648.20| 8.50000 3417.00| 8.86000 3561.72 SIGNAL CABLE, 11C 14GA. | | | 0203 805-78510 2515.000 m | 2.40000 6036.00| 4.00000 10060.00| 4.21000 10588.15 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0204 805-78785 31.000 EACH| 620.00000 19220.00| 750.00000 23250.00| 766.80000 23770.80 SIGNAL DETECTOR HOUSING | | | 0205 805-78795 1292.000 m | 19.00000 24548.00| 22.00000 28424.00| 22.68000 29302.56 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0206 805-78925 2.000 EACH| 920.00000 1840.00| 1300.00000 2600.00| 1339.20000 2678.40 CONTROLLER CABINET FOUNDATION, P1 | | | 0207 805-81032 8.000 EACH| 2640.00000 21120.00| 2700.00000 21600.00| 2808.00000 22464.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0208 805-92504 16.000 EACH| 290.00000 4640.00| 265.00000 4240.00| 271.08000 4337.28 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0209 808-03179 1.000 EACH| 290.00000 290.00| 210.00000 210.00| 139.32000 139.32 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 808-05866 43.000 m2 | 16.00000 688.00| 25.50000 1096.50| 27.00000 1161.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0211 808-06701 1170.000 m | 1.00000 1170.00| 0.85000 994.50| 1.39000 1626.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0212 808-06703 752.000 m | 1.00000 752.00| 0.85000 639.20| 1.00000 752.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0213 808-06716 8845.000 m | 3.80000 33611.00| 0.80000 7076.00| 1.12000 9906.40 LINE, REMOVE | | | 0214 808-75051 31.000 m | 3.80000 117.80| 11.00000 341.00| 4.37000 135.47 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0215 808-75054 144.000 m | 3.80000 547.20| 11.00000 1584.00| 4.27000 614.88 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0216 808-75059 32.000 m | 3.80000 121.60| 11.00000 352.00| 5.72000 183.04 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0217 808-75063 18.000 m | 3.80000 68.40| 11.00000 198.00| 4.97000 89.46 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0218 808-75071 1.000 EACH| 240.00000 240.00| 250.00000 250.00| 133.92000 133.92 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0219 808-75240 891.000 m | 1.00000 891.00| 0.85000 757.35| 1.30000 1158.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0220 808-75245 5440.000 m | 1.00000 5440.00| 0.85000 4624.00| 0.96000 5222.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0221 808-75278 77.000 m | 5.40000 415.80| 6.00000 462.00| 4.86000 374.22 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0222 808-75297 239.000 m | 11.00000 2629.00| 12.00000 2868.00| 10.53000 2516.67 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0223 808-75300 208.000 m | 2.70000 561.60| 3.00000 624.00| 3.62000 752.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0224 808-75320 59.000 EACH| 54.00000 3186.00| 60.00000 3540.00| 63.72000 3759.48 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1618530 |(3) 35-1609544 |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 808-75325 45.000 EACH| 64.00000 2880.00| 90.00000 4050.00| 61.56000 2770.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0226 808-75998 566.000 EACH| 25.00000 14150.00| 23.00000 13018.00| 24.73000 13997.18 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0227 805-03709 8.000 EACH| 1720.00000 13760.00| 1500.00000 12000.00| 1566.00000 12528.00 SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0228 732-04751 16.000 EACH| 480.00000 7680.00| 475.00000 7600.00| 3033.50000 48536.00 WATER SERVICE LINE ADJUSTMENT, 50 mm OR | | | LESS | | | 0229 732-04751 12.000 EACH| 590.00000 7080.00| 550.00000 6600.00| 7627.78000 91533.36 WATER SERVICE LINE ADJUSTMENT, GREATER | | | THAN 50 mm | | | SECTION TOTALS | $ 6,321,415.45| $ 6,841,372.40| $ 6,915,798.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,321,415.45| $ 6,841,372.40| $ 6,915,798.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 124488.81000 124488.81| 130000.00000 130000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 2876.40000 46022.40| 2400.00000 38400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 280257.62000 280257.62| 289998.82000 289998.82| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 103500.00000 103500.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 202-02236 307.000 m2 | 17.42000 5347.94| 11.00000 3377.00| SURFACE, REMOVE | | | 0006 202-02240 690.000 m2 | 22.37000 15435.30| 21.00000 14490.00| PAVEMENT REMOVAL | | | 0007 202-02241 336.000 m | 9.95000 3343.20| 10.00000 3360.00| GUARDRAIL, REMOVE | | | 0008 202-02272 409.000 m | 24.13000 9869.17| 24.00000 9816.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 456.000 m | 19.37000 8832.72| 23.00000 10488.00| CURB, CONCRETE, REMOVE | | | 0010 202-02279 631.000 m | 18.66000 11774.46| 23.00000 14513.00| CURB AND GUTTER, REMOVE | | | 0011 202-51328 LUMP| 12720.52000 12720.52| 27000.00000 27000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP| 14744.94000 14744.94| 19000.00000 19000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-51368 200.000 m2 | 25.80000 5160.00| 40.00000 8000.00| SLOPEWALL, REMOVE | | | 0014 202-52710 253.000 m2 | 17.46000 4417.38| 12.00000 3036.00| SIDEWALK, CONCRETE, REMOVE | | | 0015 202-78515 LUMP| 3882.85000 3882.85| 3900.00000 3900.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 202-91385 11.000 EACH| 343.42000 3777.62| 430.00000 4730.00| INLET, REMOVE | | | 0017 202-93047 2.000 EACH| 686.85000 1373.70| 600.00000 1200.00| MANHOLE, REMOVE | | | 0018 202-96151 LUMP| 1428.56000 1428.56| 2000.00000 2000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0019 203-02000 7309.000 m3 | 34.77000 254133.93| 48.00000 350832.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 203-02070 5418.000 m3 | 18.21000 98661.78| 17.00000 92106.00| BORROW | | | 0021 203-51223 64.000 m3 | 22.40000 1433.60| 25.00000 1600.00| EXCAVATION, WATERWAY | | | 0022 205-06930 20.000 Mg | 43.15000 863.00| 54.00000 1080.00| SPLASHPAD, RIPRAP | | | 0023 205-06931 22.000 Mg | 60.00000 1320.00| 43.00000 946.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 41.000 EACH| 56.12000 2300.92| 77.00000 3157.00| TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 12.000 Mg | 575.51000 6906.12| 600.00000 7200.00| TEMPORARY MULCHING | | | 0026 205-06937 2035.000 m | 4.27000 8689.45| 5.20000 10582.00| TEMPORARY SILT FENCE | | | 0027 206-51220 72.000 m3 | 110.22000 7935.84| 22.00000 1584.00| EXCAVATION, WET | | | 0028 206-51230 16.000 m3 | 32.27000 516.32| 25.00000 400.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 29888.000 m2 | 6.74000 201445.12| 4.30000 128518.40| SUBGRADE TREATMENT, TYPE A | | | 0030 207-07503 4838.000 m2 | 10.06000 48670.28| 5.50000 26609.00| SUBGRADE TREATMENT, TYPE E | | | 0031 210-07562 138.000 m | 2.45000 338.10| 2.50000 345.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 300 mm | | | 0032 211-07454 6783.000 m3 | 16.08000 109070.64| 18.00000 122094.00| STRUCTURE BACKFILL | | | 0033 213-08058 5.000 m3 | 74.46000 372.30| 140.00000 700.00| FLOWABLE BACKFILL | | | 0034 213-52830 39.000 m3 | 185.85000 7248.15| 200.00000 7800.00| FLOWABLE MORTAR | | | 0035 301-07448 2636.000 Mg | 28.87000 76101.32| 22.00000 57992.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 302-07455 127.000 m3 | 51.54000 6545.58| 63.00000 8001.00| DENSE GRADED SUBBASE | | | 0037 306-08034 151.000 m2 | 6.30000 951.30| 3.40000 513.40| MILLING, ASPHALT, 38 mm | | | 0038 306-08036 2906.000 m2 | 3.90000 11333.40| 3.70000 10752.20| MILLING, ASPHALT, 50 mm | | | 0039 306-08041 309.000 m2 | 12.10000 3738.90| 5.50000 1699.50| MILLING, CONCRETE PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 306-08043 582.000 m2 | 7.50000 4365.00| 4.30000 2502.60| MILLING, TRANSITION | | | 0041 401-06264 LUMP| 2300.00000 2300.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0042 401-07334 4865.000 Mg | 54.00000 262710.00| 58.00000 282170.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0043 401-07403 8107.000 Mg | 37.00000 299959.00| 42.00000 340494.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0044 401-07408 10105.000 Mg | 36.50000 368832.50| 42.00000 424410.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0045 401-07429 5637.000 Mg | 41.00000 231117.00| 42.00000 236754.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0046 402-07452 7826.000 Mg | 38.00000 297388.00| 38.00000 297388.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0047 402-07453 223.000 Mg | 86.00000 19178.00| 110.00000 24530.00| HMA FOR TEMPORARY PAVEMENT | | | 0048 406-05520 60.000 Mg | 210.00000 12600.00| 200.00000 12000.00| ASPHALT FOR TACK COAT | | | 0049 601-01522 8.000 EACH| 1479.58000 11836.64| 1500.00000 12000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0050 601-94689 8.000 EACH| 2066.31000 16530.48| 2100.00000 16800.00| GUARDRAIL END TREATMENT, OS | | | 0051 601-95871 427.000 m | 116.35000 49681.45| 110.00000 46970.00| HANDRAIL | | | 0052 601-99105 42.000 m | 46.94000 1971.48| 47.00000 1974.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 603-01159 3.000 m | 84.69000 254.07| 85.00000 255.00| FENCE, CHAIN LINK, 1067 mm | | | 0054 603-04847 2.000 EACH| 1020.40000 2040.80| 1000.00000 2000.00| FENCE GATE | | | 0055 603-06040 4.000 m | 64.29000 257.16| 65.00000 260.00| FENCE, FARM FIELD, 1190 mm | | | 0056 603-06730 2.000 EACH| 1020.40000 2040.80| 1000.00000 2000.00| FENCE GATE, CHAIN LINK, 1820 mm X 1.8 m | | | 0057 603-92636 13.000 m | 66.33000 862.29| 67.00000 871.00| FENCE, CHAIN LINK, 1830 mm | | | 0058 603-99319 6.000 m | 88.78000 532.68| 90.00000 540.00| FENCE, CHAIN LINK, 2120 mm | | | 0059 604-06070 1727.000 m2 | 35.70000 61653.90| 34.00000 58718.00| SIDEWALK, CONCRETE | | | 0060 604-07902 135.000 m2 | 170.87000 23067.45| 85.00000 11475.00| CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 604-07903 18.000 m2 | 185.53000 3339.54| 85.00000 1530.00| CURB RAMP, CONCRETE, K | | | 0062 604-91531 32.000 m2 | 43.02000 1376.64| 60.00000 1920.00| SIDEWALK, CONCRETE, 100 mm | | | 0063 605-06120 42.000 m | 66.33000 2785.86| 110.00000 4620.00| CURB, CONCRETE | | | 0064 605-06140 5063.000 m | 47.36000 239783.68| 37.00000 187331.00| CURB AND GUTTER, CONCRETE | | | 0065 605-96305 560.000 m | 44.55000 24948.00| 37.00000 20720.00| CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0066 607-06370 7.000 m | 584.89000 4094.23| 520.00000 3640.00| PAVED SIDE DITCH, H | | | 0067 610-06259 851.000 m2 | 84.93000 72275.43| 63.00000 53613.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0068 610-07488 2409.000 Mg | 65.00000 156585.00| 70.00000 168630.00| HMA FOR APPROACHES, TYPE C | | | 0069 610-07712 1772.000 m2 | 45.01000 79757.72| 46.00000 81512.00| PCCP FOR APPROACHES, 150 mm | | | 0070 611-06497 20.000 EACH| 163.26000 3265.20| 160.00000 3200.00| MAILBOX ASSEMBLY, SINGLE | | | 0071 615-01323 17.000 EACH| 301.02000 5117.34| 300.00000 5100.00| MONUMENT. IDOT CENTERLINE, INSTALL | | | 0072 615-06490 40.000 EACH| 108.16000 4326.40| 110.00000 4400.00| RIGHT OF WAY MARKER | | | 0073 616-02320 1680.000 m2 | 3.34000 5611.20| 2.70000 4536.00| GEOTEXTILES | | | 0074 616-06405 1237.000 Mg | 32.13000 39744.81| 35.00000 43295.00| RIPRAP, REVETMENT | | | 0075 621-01004 5.000 EACH| 459.18000 2295.90| 210.00000 1050.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-06545 2.000 Mg | 112.25000 224.50| 380.00000 760.00| FERTILIZER | | | 0077 621-06557 353.000 kg | 3.10000 1094.30| 9.80000 3459.40| SEED MIXTURE, T | | | 0078 621-06567 336.000 kL | 2.04000 685.44| 0.57000 191.52| WATER | | | 0079 621-06570 1399.000 m3 | 44.18000 61807.82| 41.00000 57359.00| TOP SOIL | | | 0080 621-06575 18654.000 m2 | 3.06000 57081.24| 2.90000 54096.60| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 701-05687 119.000 m | 156.20000 18587.80| 170.00000 20230.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0082 701-96089 577.000 m | 145.87000 84166.99| 190.00000 109630.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0083 702-51005 26.000 m3 | 1302.50000 33865.00| 1500.00000 39000.00| CONCRETE, A, SUBSTRUCTURE | | | 0084 702-51863 210.000 EACH| 4.69000 984.90| 8.00000 1680.00| FIELD DRILLED HOLE IN CONCRETE | | | 0085 703-51030 22720.000 kg | 1.48000 33625.60| 2.00000 45440.00| REINFORCING STEEL | | | 0086 703-51032 48305.000 kg | 1.78000 85982.90| 2.10000 101440.50| REINFORCING STEEL, EPOXY COATED | | | 0087 704-51002 253.000 m3 | 903.77000 228653.81| 680.00000 172040.00| CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-06349 50.000 m | 301.22000 15061.00| 320.00000 16000.00| RAILING, TX | | | 0089 706-06349 22.000 m | 404.98000 8909.56| 430.00000 9460.00| RAILING, TX MODIFIED | | | 0090 706-06372 6.000 EACH| 1765.29000 10591.74| 1900.00000 11400.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0091 706-06372 2.000 EACH| 2142.84000 4285.68| 2200.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | MODIFIED | | | 0092 709-51821 LUMP| 1695.90000 1695.90| 1800.00000 1800.00| SURFACE SEAL , STR. NO. 1 | | | 0093 709-51821 LUMP| 2516.31000 2516.31| 2600.00000 2600.00| SURFACE SEAL , STR. NO. 2 | | | 0094 714-04802 887.000 m2 | 70.16000 62231.92| 105.00000 93135.00| CONCRETE MODULAR BLOCK WALL | | | 0095 714-44240 41.000 m3 | 647.24000 26536.84| 1220.00000 50020.00| CONCRETE, A, STRUCTURES | | | 0096 715-04612 4.000 m | 683.08000 2732.32| 670.00000 2680.00| PIPE , RCHEP, CLASS HE-A, DO.3=30, MIN. | | | AREA 1.2 m2 | | | 0097 715-04612 6.000 m | 312.60000 1875.60| 430.00000 2580.00| PIPE , REINFORCED CONCRETE, II, DO.3=50,| | | 1050 mm | | | 0098 715-05024 1.000 m | 974.75000 974.75| 670.00000 670.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 715-05048 5118.000 m | 18.66000 95501.88| 9.30000 47597.40| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 265.000 m | 40.02000 10605.30| 52.00000 13780.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05149 115.000 m | 171.58000 19731.70| 120.00000 13800.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0102 715-05151 2890.000 m | 94.77000 273885.30| 100.00000 289000.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0103 715-05152 935.000 m | 96.19000 89937.65| 110.00000 102850.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0104 715-05154 94.000 m | 158.69000 14916.86| 150.00000 14100.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0105 715-05156 43.000 m | 207.44000 8919.92| 190.00000 8170.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0106 715-05165 58.000 m | 617.49000 35814.42| 700.00000 40600.00| PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0107 715-05407 511.000 m | 34.07000 17409.77| 52.00000 26572.00| PIPE, END BENT DRAIN, 150 mm | | | 0108 715-05574 67.000 m | 168.63000 11298.21| 120.00000 8040.00| PIPE, 300 mm | | | 0109 715-05708 4.000 m | 221.18000 884.72| 140.00000 560.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0110 715-05842 1.000 EACH| 5281.56000 5281.56| 2200.00000 2200.00| CONCRETE ANCHOR, 1050 mm | | | 0111 715-06004 1.000 EACH| 5386.19000 5386.19| 2500.00000 2500.00| CONCRETE ANCHOR, 1200 mm | | | 0112 715-06357 1.000 EACH| 5646.38000 5646.38| 2600.00000 2600.00| CONCRETE ANCHOR, 1800 mm | | | 0113 715-06509 2.000 m | 501.27000 1002.54| 300.00000 600.00| PIPE, RCP, II, D0.3=50, 750 mm | | | 0114 715-06513 9.000 m | 265.21000 2386.89| 410.00000 3690.00| PIPE, RCP, II, D0.3=50, 1200 mm | | | 0115 715-06514 12.000 m | 775.05000 9300.60| 700.00000 8400.00| PIPE, RCP, II, D0.3=50, 1800 mm | | | 0116 715-06690 5.000 m | 171.04000 855.20| 180.00000 900.00| PIPE, RCP, III, D0.3=75, 300 mm | | | 0117 715-07536 1.000 EACH| 5801.94000 5801.94| 2600.00000 2600.00| CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0118 715-46000 15.000 EACH| 278.59000 4178.85| 320.00000 4800.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 715-46005 10.000 EACH| 342.40000 3424.00| 330.00000 3300.00| PIPE END SECTION, 375 mm | | | 0120 715-46020 5.000 EACH| 669.20000 3346.00| 470.00000 2350.00| PIPE END SECTION, 600 mm | | | 0121 715-46030 1.000 EACH| 1042.08000 1042.08| 590.00000 590.00| PIPE END SECTION, 750 mm | | | 0122 715-91361 12.000 m | 73.33000 879.96| 620.00000 7440.00| PIPE, PVC, 150 mm | | | 0123 715-92037 6.000 m | 111.82000 670.92| 39.00000 234.00| PIPE, PVC, 100 mm | | | 0124 715-92537 29.000 m | 201.61000 5846.69| 42.00000 1218.00| PIPE, PVC, 200 mm | | | 0125 715-97122 182.000 m | 43.49000 7915.18| 22.00000 4004.00| PIPE, PVC, 50 mm | | | 0126 716-07630 19.000 m | 5924.85000 112572.15| 1700.00000 32300.00| PIPE INSTALLATION, TRENCHLESS, 300 mm | | | 0127 716-07632 30.000 m | 3958.22000 118746.60| 1200.00000 36000.00| PIPE INSTALLATION, TRENCHLESS, 450 mm | | | 0128 718-06532 1000.000 m | 3.35000 3350.00| 3.10000 3100.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0129 718-52610 1033.000 m3 | 25.97000 26827.01| 37.00000 38221.00| AGGREGATE FOR UNDERDRAINS | | | 0130 718-99153 5989.000 m2 | 1.79000 10720.31| 1.80000 10780.20| GEOTEXTILES FOR UNDERDRAIN | | | 0131 720-04682 1.000 EACH| 1162.17000 1162.17| 1100.00000 1100.00| INLET , E | | | 0132 720-44000 19.000 EACH| 400.57000 7610.83| 450.00000 8550.00| CASTING, ADJUST TO GRADE | | | 0133 720-44025 6.000 EACH| 571.32000 3427.92| 610.00000 3660.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0134 720-44041 1.000 EACH| 515.22000 515.22| 450.00000 450.00| CASTING, 7 , ADJUST TO GRADE | | | 0135 720-45005 2.000 EACH| 1168.83000 2337.66| 1400.00000 2800.00| INLET, A2 | | | 0136 720-45015 1.000 EACH| 1328.44000 1328.44| 1300.00000 1300.00| INLET, A8 | | | 0137 720-45030 22.000 EACH| 1025.27000 22555.94| 1100.00000 24200.00| INLET, E7 | | | 0138 720-45035 11.000 EACH| 1075.33000 11828.63| 1100.00000 12100.00| INLET, F7 | | | 0139 720-45270 4.000 EACH| 1525.08000 6100.32| 970.00000 3880.00| PIPE CATCH BASIN, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 720-45410 96.000 EACH| 1423.42000 136648.32| 2300.00000 220800.00| MANHOLE, C4 | | | 0141 720-45605 7.000 m | 3076.73000 21537.11| 1500.00000 10500.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0142 720-91110 2.000 EACH| 7363.56000 14727.12| 14000.00000 28000.00| MANHOLE, N4 | | | 0143 720-94612 2.000 EACH| 3326.06000 6652.12| 4600.00000 9200.00| MANHOLE, K4 | | | 0144 720-95422 8.000 EACH| 2179.75000 17438.00| 3700.00000 29600.00| MANHOLE, J4 | | | 0145 720-97896 3.000 EACH| 1066.15000 3198.45| 1200.00000 3600.00| INLET, A4 | | | 0146 720-98174 95.000 EACH| 1677.55000 159367.25| 1800.00000 171000.00| INLET, B15 | | | 0147 720-98555 13.000 EACH| 1750.79000 22760.27| 1900.00000 24700.00| INLET, C15 | | | 0148 722-51401 7.000 m2 | 589.67000 4127.69| 350.00000 2450.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0149 722-51842 714.000 m2 | 55.97000 39962.58| 74.00000 52836.00| BRIDGE DECK OVERLAY | | | 0150 722-51846 11.000 m3 | 434.50000 4779.50| 434.50000 4779.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0151 722-51852 179.000 m2 | 134.79000 24127.41| 140.00000 25060.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0152 728-98377 LUMP| 1833.66000 1833.66| 1900.00000 1900.00| MASONRY COATING , STR. NO. 1 | | | 0153 728-98377 LUMP| 1255.09000 1255.09| 1300.00000 1300.00| MASONRY COATING , STR. NO. 2 | | | 0154 729-51875 3.000 m2 | 857.90000 2573.70| 1100.00000 3300.00| CONCRETE, A, PATCHING | | | 0155 731-93946 887.000 m2 | 153.74000 136367.38| 290.00000 257230.00| WALL ERECTION | | | 0156 731-93947 472.000 m | 87.37000 41238.64| 180.00000 84960.00| LEVELING PAD, CONCRETE | | | 0159 732-07653 1897.000 Mg | 13.61000 25818.17| 13.00000 24661.00| COARSE AGGREGATE, NO. 8 | | | 0160 801-01504 39.000 EACH| 30.61000 1193.79| 31.00000 1209.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0161 801-02595 20.000 EACH| 211.03000 4220.60| 210.00000 4200.00| CONTROLLER, RESET TIMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0162 801-02617 2.000 EACH| 1419.69000 2839.38| 1400.00000 2800.00| TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0163 801-03290 23.000 EACH| 127.55000 2933.65| 130.00000 2990.00| CONSTRUCTION SIGN, C | | | 0164 801-04308 14.000 EACH| 244.90000 3428.60| 250.00000 3500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0165 801-06203 36297.000 m | 0.27000 9800.19| 0.27000 9800.19| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0166 801-06207 12263.000 m | 2.54000 31148.02| 2.60000 31883.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0167 801-06211 13.000 EACH| 42.86000 557.18| 43.00000 559.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0168 801-06216 291.000 m | 3.62000 1053.42| 3.70000 1076.70| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0169 801-06218 117.000 m | 15.25000 1784.25| 15.00000 1755.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0170 801-06539 LUMP| 6465.37000 6465.37| 6500.00000 6500.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0171 801-06625 91.000 EACH| 73.47000 6685.77| 74.00000 6734.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0172 801-06640 72.000 EACH| 91.84000 6612.48| 93.00000 6696.00| CONSTRUCTION SIGN, A | | | 0173 801-06645 19.000 EACH| 45.92000 872.48| 46.00000 874.00| CONSTRUCTION SIGN, B | | | 0174 801-06710 570.000 DAY | 14.29000 8145.30| 15.00000 8550.00| FLASHING ARROW SIGN | | | 0175 801-06775 LUMP| 260270.63000 260270.63| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0176 801-07118 140.000 m | 25.10000 3514.00| 25.00000 3500.00| BARRICADE, III-A | | | 0177 801-07119 310.000 m | 27.04000 8382.40| 27.00000 8370.00| BARRICADE, III-B | | | 0178 801-53072 LUMP| 11428.40000 11428.40| 10000.00000 10000.00| TEMPORARY TRAFFIC SIGNAL | | | 0179 801-94295 64.000 EACH| 285.56000 18275.84| 290.00000 18560.00| SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 805-01842 19.000 EACH| 699.74000 13295.06| 710.00000 13490.00| HANDHOLE, SIGNAL | | | 0182 805-01843 1.000 EACH| 192.61000 192.61| 190.00000 190.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0183 805-02087 LUMP| 1688.19000 1688.19| 1700.00000 1700.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0184 805-02152 8.000 EACH| 354.47000 2835.76| 360.00000 2880.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0185 805-02373 2764.000 m | 8.82000 24378.48| 8.90000 24599.60| INTERCONNECT CABLE, FIBER OPTIC | | | 0186 805-03793 3.000 EACH| 523.06000 1569.18| 530.00000 1590.00| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0187 805-06483 1.000 EACH| 6784.82000 6784.82| 6800.00000 6800.00| C0NTROLLER , MASTER, MENU DRIVEN, TS2, | | | TYPE I | | | 0188 805-06483 1.000 EACH| 4617.39000 4617.39| 4700.00000 4700.00| C0NTROLLER , MENU DRIVEN, 8 PHASE, TS2, | | | TYPE I | | | 0189 805-06592 1590.000 m | 38.14000 60642.60| 38.00000 60420.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0190 805-06834 2.000 EACH| 12452.03000 24904.06| 13000.00000 26000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0191 805-78205 6.000 EACH| 796.71000 4780.26| 800.00000 4800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0192 805-78230 10.000 EACH| 1244.12000 12441.20| 1300.00000 13000.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0193 805-78370 8.000 EACH| 118.75000 950.00| 120.00000 960.00| PEDESTRIAN PUSH BUTTON | | | 0194 805-78415 8.000 EACH| 1057.12000 8456.96| 1100.00000 8800.00| SPAN, CATENARY, AND TETHER | | | 0195 805-78420 8.000 EACH| 196.43000 1571.44| 200.00000 1600.00| DISCONNECT HANGER | | | 0196 805-78445 2.000 EACH| 453.25000 906.50| 460.00000 920.00| SIGNAL SERVICE | | | 0197 805-78465 61.000 m | 3.48000 212.28| 3.50000 213.50| SIGNAL CABLE, 2C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 805-78470 5968.000 m | 1.02000 6087.36| 1.00000 5968.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0199 805-78480 347.000 m | 2.58000 895.26| 2.60000 902.20| SIGNAL CABLE, 3C 14GA. | | | 0200 805-78485 340.000 m | 2.92000 992.80| 2.90000 986.00| SIGNAL CABLE, 5C 14GA. | | | 0201 805-78490 128.000 m | 3.09000 395.52| 3.10000 396.80| SIGNAL CABLE, 7C 14GA. | | | 0202 805-78500 402.000 m | 3.88000 1559.76| 3.90000 1567.80| SIGNAL CABLE, 11C 14GA. | | | 0203 805-78510 2515.000 m | 2.24000 5633.60| 2.30000 5784.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0204 805-78785 31.000 EACH| 594.64000 18433.84| 600.00000 18600.00| SIGNAL DETECTOR HOUSING | | | 0205 805-78795 1292.000 m | 17.96000 23204.32| 18.00000 23256.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0206 805-78925 2.000 EACH| 872.82000 1745.64| 880.00000 1760.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0207 805-81032 8.000 EACH| 2518.54000 20148.32| 2500.00000 20000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0208 805-92504 16.000 EACH| 272.08000 4353.28| 270.00000 4320.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0209 808-03179 1.000 EACH| 204.08000 204.08| 207.00000 207.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0210 808-05866 43.000 m2 | 25.05000 1077.15| 25.00000 1075.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0211 808-06701 1170.000 m | 0.84000 982.80| 0.84000 982.80| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0212 808-06703 752.000 m | 0.84000 631.68| 0.84000 631.68| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0213 808-06716 8845.000 m | 0.77000 6810.65| 0.77000 6810.65| LINE, REMOVE | | | 0214 808-75051 31.000 m | 10.82000 335.42| 11.00000 341.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0215 808-75054 144.000 m | 10.82000 1558.08| 11.00000 1584.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0216 808-75059 32.000 m | 10.82000 346.24| 11.00000 352.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/04 PAGE : 140 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,526,121.53 ROUTE : 56TH STREET CALL ORDER : 140 CONTRACT ID : R -26630-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0217 808-75063 18.000 m | 10.82000 194.76| 11.00000 198.00| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0218 808-75071 1.000 EACH| 229.59000 229.59| 230.00000 230.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0219 808-75240 891.000 m | 0.84000 748.44| 0.84000 748.44| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0220 808-75245 5440.000 m | 0.84000 4569.60| 0.84000 4569.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0221 808-75278 77.000 m | 6.02000 463.54| 6.10000 469.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0222 808-75297 239.000 m | 12.04000 2877.56| 12.00000 2868.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0223 808-75300 208.000 m | 3.01000 626.08| 3.00000 624.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0224 808-75320 59.000 EACH| 60.20000 3551.80| 61.00000 3599.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0225 808-75325 45.000 EACH| 85.71000 3856.95| 87.00000 3915.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0226 808-75998 566.000 EACH| 22.45000 12706.70| 23.00000 13018.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0227 805-03709 8.000 EACH| 1644.63000 13157.04| 1700.00000 13600.00| SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0228 732-04751 16.000 EACH| 1773.30000 28372.80| 2400.00000 38400.00| WATER SERVICE LINE ADJUSTMENT, 50 mm OR | | | LESS | | | 0229 732-04751 12.000 EACH| 3441.16000 41293.92| 2600.00000 31200.00| WATER SERVICE LINE ADJUSTMENT, GREATER | | | THAN 50 mm | | | SECTION TOTALS | $ 6,966,860.30| $ 6,978,100.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,966,860.30| $ 6,978,100.00| ====================================================================================================================================