INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 24 CALL ORDER : 141 CONTRACT ID : R -24059-A COUNTIES : WHITE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/08/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 809,061.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 814,104.88 100.6233% 3 35-1325036 DEICHMAN EXCAVATING CO $ 830,443.73 102.6427% 4 35-1212938 ATLAS EXCAVATING, INC. $ 831,576.29 102.7827% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 892,557.61 110.3200% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/10/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1081005 1081005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,178,967.77 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,191,801.90 100.5890% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,330,809.78 106.9685% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 2,452,316.96 112.5448% 5 35-1212938 ATLAS EXCAVATING, INC. $ 2,488,841.32 114.2211% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 2089.31000 25071.72| 1766.12000 21193.44| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28037.43000 28037.43| 22652.67000 22652.67| 42000.00000 42000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 108948.39000 108948.39| 108000.00000 108000.00| 116540.00000 116540.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 43579.36000 43579.36| 42987.87000 42987.87| 46600.00000 46600.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6055.000 m2 | 6.02000 36451.10| 6.48000 39236.40| 8.00000 48440.00 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 1144.96000 1144.96| 409.11000 409.11| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 720.97000 720.97| 504.94000 504.94| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15SA | | | 0008 202-03000 LUMP| 720.97000 720.97| 716.74000 716.74| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-60820 683.000 m2 | 7.00000 4781.00| 8.25000 5634.75| 7.00000 4781.00 SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1148.12000 1148.12| 1214.19000 1214.19| 2500.00000 2500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 574.07000 574.07| 607.10000 607.10| 435.00000 435.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 14920.000 m3 | 11.98000 178741.60| 8.59000 128162.80| 12.50000 186500.00 EXCAVATION, COMMON | | | 0013 205-02229 71.600 m | 11.22000 803.35| 11.87000 849.89| 11.00000 787.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 21.000 EACH| 51.00000 1071.00| 53.93000 1132.53| 50.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 5.000 EACH| 61.20000 306.00| 64.72000 323.60| 60.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 1.000 EACH| 61.20000 61.20| 64.72000 64.72| 60.00000 60.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02060 133.000 m3 | 33.01000 4390.33| 27.02000 3593.66| 22.00000 2926.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 10015.000 Mg | 15.74000 157636.10| 14.43000 144516.45| 15.00000 150225.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 304-04403 4972.000 m3 | 34.56000 171832.32| 32.43000 161241.96| 33.00000 164076.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0020 305-05204 13.200 Mg | 200.00000 2640.00| 215.74000 2847.77| 200.00000 2640.00 HMA FOR PATCHING | | | 0021 402-05481 2537.000 Mg | 60.00000 152220.00| 64.72000 164194.64| 60.00000 152220.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05483 963.000 Mg | 60.00000 57780.00| 64.72000 62325.36| 60.00000 57780.00 HMA BASE C25.0 mm, SHOULDER | | | 0023 402-05495 72.000 Mg | 125.00000 9000.00| 134.84000 9708.48| 125.00000 9000.00 HMA WEDGE AND LEVEL | | | 0024 404-05511 6212.000 m2 | 3.00000 18636.00| 3.24000 20126.88| 3.00000 18636.00 SEAL COAT, 2 | | | 0025 405-05517 8.800 Mg | 600.00000 5280.00| 647.22000 5695.54| 600.00000 5280.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.100 Mg | 200.00000 220.00| 215.74000 237.31| 220.00000 242.00 ASPHALT FOR TACK COAT | | | 0027 501-02578 14.400 m | 20.09000 289.30| 52.92000 762.05| 88.00000 1267.20 EXPANSION JOINT WITH LOAD TRANSFER, 25 | | | mm | | | 0029 501-05240 3232.000 m | 15.99000 51679.68| 32.47000 104943.04| 28.00000 90496.00 CONTRACTION JOINT, D1 | | | 0030 501-06266 LUMP| 2373.38000 2373.38| 5393.49000 5393.49| 6000.00000 6000.00 PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 605-02042 1.000 EACH| 313.86000 313.86| 446.14000 446.14| 1000.00000 1000.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0032 605-06090 110.000 m | 44.70000 4917.00| 36.94000 4063.40| 80.00000 8800.00 CURB, INTEGRAL, CONCRETE | | | 0033 605-06120 46.000 m | 55.05000 2532.30| 47.39000 2179.94| 90.00000 4140.00 CURB, CONCRETE | | | 0034 610-05527 355.000 Mg | 125.00000 44375.00| 134.84000 47868.20| 125.26000 44467.30 HMA FOR APPROACHES | | | 0035 611-06497 12.000 EACH| 137.70000 1652.40| 145.62000 1747.44| 135.00000 1620.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-95728 220.000 m2 | 56.49000 12427.80| 57.86000 12729.20| 48.00000 10560.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0037 615-06490 47.000 EACH| 117.30000 5513.10| 124.05000 5830.35| 115.00000 5405.00 RIGHT OF WAY MARKER | | | 0038 615-06515 3.000 EACH| 178.50000 535.50| 188.77000 566.31| 175.00000 525.00 MONUMENT, D | | | 0039 615-06527 1.000 EACH| 362.10000 362.10| 382.94000 382.94| 355.00000 355.00 MONUMENT, SECTION CORNER | | | 0040 621-01004 2.000 EACH| 739.50000 1479.00| 782.06000 1564.12| 725.00000 1450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.550 Mg | 938.40000 1454.52| 992.40000 1538.22| 925.00000 1433.75 FERTILIZER | | | 0042 621-06553 330.000 kg | 12.60000 4158.00| 13.32000 4395.60| 12.35000 4075.50 SEED MIXTURE, R | | | 0043 621-06565 7.760 Mg | 724.20000 5619.79| 765.88000 5943.23| 710.00000 5509.60 MULCHING MATERIAL | | | 0044 621-06567 68.000 kL | 0.51000 34.68| 0.54000 36.72| 0.50000 34.00 WATER | | | 0045 621-06575 3747.000 m2 | 5.10000 19109.70| 5.39000 20196.33| 5.00000 18735.00 SODDING, NURSERY | | | 0046 703-51030 438.000 kg | 1.50000 657.00| 1.29000 565.02| 1.25000 547.50 REINFORCING STEEL | | | 0047 715-02935 77.000 m | 51.00000 3927.00| 35.33000 2720.41| 22.00000 1694.00 PIPE, PVC, OUTLET, 150 mm | | | 0048 715-03584 2.000 EACH| 409.77000 819.54| 576.24000 1152.48| 425.00000 850.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0049 715-04857 2.000 EACH| 676.71000 1353.42| 758.73000 1517.46| 575.00000 1150.00 SAFETY METAL END SECTION, 4:1, 0.31 m2 | | | 0050 715-05048 3175.000 m | 7.14000 22669.50| 7.87000 24987.25| 8.00000 25400.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05121 22.000 m | 130.35000 2867.70| 120.59000 2652.98| 90.00000 1980.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05149 53.500 m | 89.52000 4789.32| 94.33000 5046.65| 84.00000 4494.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05151 81.000 m | 90.78000 7353.18| 79.04000 6402.24| 97.00000 7857.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0055 715-05154 20.000 m | 142.37000 2847.40| 172.26000 3445.20| 90.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05168 13.500 m | 77.96000 1052.46| 67.79000 915.17| 86.00000 1161.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0057 715-05169 18.500 m | 88.32000 1633.92| 83.41000 1543.09| 77.00000 1424.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05171 80.000 m | 101.09000 8087.20| 67.19000 5375.20| 89.00000 7120.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0059 715-05233 18.500 m | 192.24000 3556.44| 264.19000 4887.52| 175.00000 3237.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0060 715-05363 66.000 m | 205.04000 13532.64| 152.03000 10033.98| 170.00000 11220.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0061 715-46000 3.000 EACH| 237.35000 712.05| 153.84000 461.52| 545.00000 1635.00 PIPE END SECTION, 300 mm | | | 0062 715-46005 5.000 EACH| 246.41000 1232.05| 181.10000 905.50| 565.00000 2825.00 PIPE END SECTION, 375 mm | | | 0063 715-46010 16.000 EACH| 303.20000 4851.20| 259.06000 4144.96| 400.00000 6400.00 PIPE END SECTION, 450 mm | | | 0064 715-46020 1.000 EACH| 390.57000 390.57| 339.03000 339.03| 650.00000 650.00 PIPE END SECTION, 600 mm | | | 0065 715-46055 14.000 EACH| 356.45000 4990.30| 266.61000 3732.54| 785.00000 10990.00 PIPE END SECTION, MIN. AREA .17 m2 | | | 0066 715-90325 1.000 EACH| 230.55000 230.55| 125.51000 125.51| 545.00000 545.00 PIPE END SECTION, 250 mm | | | 0067 715-94534 20.000 EACH| 396.90000 7938.00| 120.11000 2402.20| 750.00000 15000.00 ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0068 718-01044 46.000 m | 51.00000 2346.00| 35.33000 1625.18| 22.00000 1012.00 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0069 718-04881 9.000 EACH| 255.00000 2295.00| 215.74000 1941.66| 165.00000 1485.00 OUTLET PROTECTOR, B | | | 0070 718-06531 36.000 EACH| 535.50000 19278.00| 296.64000 10679.04| 165.00000 5940.00 OUTLET PROTECTOR, 3 | | | 0071 718-06532 1000.000 m | 3.01000 3010.00| 3.18000 3180.00| 4.50000 4500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 718-94889 708.000 m3 | 29.58000 20942.64| 35.06000 24822.48| 33.00000 23364.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0073 720-44000 2.000 EACH| 187.29000 374.58| 206.87000 413.74| 300.00000 600.00 CASTING, ADJUST TO GRADE | | | 0074 720-44296 1.000 EACH| 503.69000 503.69| 183.35000 183.35| 300.00000 300.00 CAP INLET | | | 0075 720-45030 4.000 EACH| 1010.43000 4041.72| 748.02000 2992.08| 900.00000 3600.00 INLET, E7 | | | 0076 720-45075 1.000 EACH| 1520.28000 1520.28| 1197.50000 1197.50| 1000.00000 1000.00 INLET, R13 | | | 0077 720-45270 1.000 EACH| 874.33000 874.33| 879.57000 879.57| 750.00000 750.00 PIPE CATCH BASIN, 450 mm | | | 0078 720-95422 1.000 EACH| 2526.01000 2526.01| 2913.80000 2913.80| 1850.00000 1850.00 MANHOLE, J4 | | | 0080 801-04308 5.000 EACH| 331.50000 1657.50| 436.87000 2184.35| 495.00000 2475.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06198 100.000 DAY | 198.66000 19866.00| 485.41000 48541.00| 475.00000 47500.00 PATROLLER | | | 0082 801-06606 24.000 EACH| 122.40000 2937.60| 107.87000 2588.88| 195.00000 4680.00 BARRICADE, IIIB | | | 0083 801-06625 36.000 EACH| 96.90000 3488.40| 118.66000 4271.76| 95.00000 3420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0084 801-06640 23.000 EACH| 102.00000 2346.00| 97.08000 2232.84| 95.00000 2185.00 CONSTRUCTION SIGN, A | | | 0087 801-06645 6.000 EACH| 40.80000 244.80| 37.75000 226.50| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0088 801-06710 200.000 DAY | 15.30000 3060.00| 16.18000 3236.00| 14.00000 2800.00 FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 46364.06000 46364.06| 13318.33000 13318.33| 51445.23000 51445.23 MAINTAINING TRAFFIC | | | 0090 802-05701 133.080 m | 30.39000 4044.30| 32.13000 4275.86| 36.00000 4790.88 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-05703 46.144 m | 33.42000 1542.13| 35.34000 1630.73| 21.00000 969.02 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0092 802-76025 29.780 m2 | 155.12000 4619.47| 164.05000 4885.41| 145.00000 4318.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 802-76045 13.740 m2 | 197.08000 2707.88| 208.43000 2863.83| 165.00000 2267.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 805-01836 1293.000 m | 2.40000 3103.20| 2.53000 3271.29| 3.55000 4590.15 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0095 805-01842 11.000 EACH| 526.95000 5796.45| 557.28000 6130.08| 730.00000 8030.00 HANDHOLE, SIGNAL | | | 0096 805-01844 739.000 m | 30.32000 22406.48| 32.07000 23699.73| 28.00000 20692.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0097 805-02065 4.000 EACH| 1281.81000 5127.24| 1355.58000 5422.32| 155.00000 620.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2100 mm | | | 0098 805-78100 1.000 EACH| 8241.31000 8241.31| 8715.58000 8715.58| 7660.00000 7660.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0099 805-78205 8.000 EACH| 361.13000 2889.04| 381.91000 3055.28| 370.00000 2960.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0100 805-78415 4.000 EACH| 1303.37000 5213.48| 1378.37000 5513.48| 1020.00000 4080.00 SPAN, CATENARY, AND TETHER | | | 0101 805-78420 4.000 EACH| 190.92000 763.68| 201.91000 807.64| 220.00000 880.00 DISCONNECT HANGER | | | 0102 805-78445 1.000 EACH| 341.82000 341.82| 361.49000 361.49| 310.00000 310.00 SIGNAL SERVICE | | | 0103 805-78467 13.000 m | 4.19000 54.47| 4.43000 57.59| 7.00000 91.00 SIGNAL CABLE, 3C 8GA. | | | 0104 805-78470 1541.000 m | 2.35000 3621.35| 2.55000 3929.55| 0.40000 616.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0105 805-78485 78.000 m | 2.69000 209.82| 2.85000 222.30| 8.35000 651.30 SIGNAL CABLE, 5C 14GA. | | | 0106 805-78490 159.000 m | 3.07000 488.13| 3.25000 516.75| 8.15000 1295.85 SIGNAL CABLE, 7C 14GA. | | | 0107 805-78510 1842.000 m | 2.40000 4420.80| 2.53000 4660.26| 3.55000 6539.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 13.000 EACH| 386.70000 5027.10| 408.96000 5316.48| 545.00000 7085.00 SIGNAL DETECTOR HOUSING | | | 0109 805-78795 478.000 m | 12.88000 6156.64| 13.62000 6510.36| 23.00000 10994.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78925 1.000 EACH| 556.05000 556.05| 588.05000 588.05| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0111 805-81060 4.000 EACH| 2810.22000 11240.88| 2971.94000 11887.76| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-92504 13.000 EACH| 219.31000 2851.03| 231.93000 3015.09| 200.00000 2600.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0113 808-01804 164.000 m | 20.81000 3412.84| 22.01000 3609.64| 26.00000 4264.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0114 808-03178 14.000 EACH| 127.50000 1785.00| 134.84000 1887.76| 136.00000 1904.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0115 808-03179 14.000 EACH| 137.70000 1927.80| 145.62000 2038.68| 147.00000 2058.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0116 808-06713 3256.000 m | 0.16000 520.96| 0.17000 553.52| 0.40000 1302.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0117 808-75051 919.000 m | 3.51000 3225.69| 3.71000 3409.49| 3.60000 3308.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 4872.000 m | 3.47000 16905.84| 3.67000 17880.24| 3.60000 17539.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75067 48.000 m | 20.81000 998.88| 22.01000 1056.48| 26.00000 1248.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0120 808-75077 1.000 EACH| 754.80000 754.80| 798.24000 798.24| 635.00000 635.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC WORD, R X R | | | 0121 808-75996 281.000 EACH| 3.68000 1034.08| 1.08000 303.48| 4.00000 1124.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0122 808-75998 281.000 EACH| 24.99000 7022.19| 27.51000 7730.31| 27.50000 7727.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0123 501-05181 17754.000 m2 | 33.19000 589255.26| 34.67000 615531.18| 35.50000 630267.00 CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0124 501-04771 LUMP| 1960.50000 1960.50| 2090.52000 2090.52| 1700.00000 1700.00 CORING CONCRETE PAVEMENT | | | 0125 305-05206 575.000 Mg | 60.00000 34500.00| 64.72000 37214.00| 60.00000 34500.00 WIDENING WITH HMA | | | 0126 715-06890 9.000 m | 79.53000 715.77| 57.15000 514.35| 180.00000 1620.00 PIPE, TYPE 3, CIRCULAR, 250 mm | | | 0127 801-06218 18.800 m | 18.36000 345.17| 19.42000 365.10| 21.00000 394.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1136349 |(3) 35-0999231 |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 801-06207 3019.000 m | 3.11000 9389.09| 3.29000 9932.51| 3.10000 9358.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 2,178,967.77| $ 2,191,801.90| $ 2,330,809.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,178,967.77| $ 2,191,801.90| $ 2,330,809.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 10000.00000 120000.00| 650.00000 7800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 32500.00000 32500.00| 24000.00000 24000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 122625.00000 122625.00| 125000.00000 125000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 49050.00000 49050.00| 67000.00000 67000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 6055.000 m2 | 8.00000 48440.00| 8.00000 48440.00| PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 5000.00000 5000.00| 500.00000 500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0007 202-03000 LUMP| 2500.00000 2500.00| 500.00000 500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15SA | | | 0008 202-03000 LUMP| 5047.00000 5047.00| 500.00000 500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-60820 683.000 m2 | 5.25000 3585.75| 6.00000 4098.00| SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 2100.00000 2100.00| 1180.00000 1180.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 625.00000 625.00| 590.00000 590.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 14920.000 m3 | 10.50000 156660.00| 16.00000 238720.00| EXCAVATION, COMMON | | | 0013 205-02229 71.600 m | 11.00000 787.60| 15.00000 1074.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 21.000 EACH| 50.00000 1050.00| 90.00000 1890.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 5.000 EACH| 60.00000 300.00| 90.00000 450.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 1.000 EACH| 60.00000 60.00| 90.00000 90.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 211-02060 133.000 m3 | 45.00000 5985.00| 36.00000 4788.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 10015.000 Mg | 18.25000 182773.75| 16.00000 160240.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 304-04403 4972.000 m3 | 39.50000 196394.00| 35.00000 174020.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0020 305-05204 13.200 Mg | 185.00000 2442.00| 285.00000 3762.00| HMA FOR PATCHING | | | 0021 402-05481 2537.000 Mg | 61.00000 154757.00| 65.85000 167061.45| HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05483 963.000 Mg | 55.00000 52965.00| 65.85000 63413.55| HMA BASE C25.0 mm, SHOULDER | | | 0023 402-05495 72.000 Mg | 100.00000 7200.00| 130.00000 9360.00| HMA WEDGE AND LEVEL | | | 0024 404-05511 6212.000 m2 | 3.00000 18636.00| 3.10000 19257.20| SEAL COAT, 2 | | | 0025 405-05517 8.800 Mg | 595.00000 5236.00| 625.00000 5500.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.100 Mg | 195.00000 214.50| 215.00000 236.50| ASPHALT FOR TACK COAT | | | 0027 501-02578 14.400 m | 65.00000 936.00| 37.00000 532.80| EXPANSION JOINT WITH LOAD TRANSFER, 25 | | | mm | | | 0029 501-05240 3232.000 m | 19.00000 61408.00| 28.00000 90496.00| CONTRACTION JOINT, D1 | | | 0030 501-06266 LUMP| 5600.00000 5600.00| 1600.00000 1600.00| PROFILOGRAPH, PCCP | | | 0031 605-02042 1.000 EACH| 1550.00000 1550.00| 800.00000 800.00| CURB AND GUTTER TURNOUT, CONCRETE | | | 0032 605-06090 110.000 m | 50.00000 5500.00| 34.00000 3740.00| CURB, INTEGRAL, CONCRETE | | | 0033 605-06120 46.000 m | 70.00000 3220.00| 42.00000 1932.00| CURB, CONCRETE | | | 0034 610-05527 355.000 Mg | 120.00000 42600.00| 130.00000 46150.00| HMA FOR APPROACHES | | | 0035 611-06497 12.000 EACH| 205.00000 2460.00| 140.00000 1680.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 611-95728 220.000 m2 | 50.00000 11000.00| 42.00000 9240.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0037 615-06490 47.000 EACH| 131.00000 6157.00| 120.00000 5640.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06515 3.000 EACH| 150.00000 450.00| 185.00000 555.00| MONUMENT, D | | | 0039 615-06527 1.000 EACH| 440.00000 440.00| 370.00000 370.00| MONUMENT, SECTION CORNER | | | 0040 621-01004 2.000 EACH| 725.00000 1450.00| 760.00000 1520.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.550 Mg | 920.00000 1426.00| 960.00000 1488.00| FERTILIZER | | | 0042 621-06553 330.000 kg | 12.35000 4075.50| 12.80000 4224.00| SEED MIXTURE, R | | | 0043 621-06565 7.760 Mg | 710.00000 5509.60| 740.00000 5742.40| MULCHING MATERIAL | | | 0044 621-06567 68.000 kL | 0.50000 34.00| 0.60000 40.80| WATER | | | 0045 621-06575 3747.000 m2 | 6.50000 24355.50| 5.20000 19484.40| SODDING, NURSERY | | | 0046 703-51030 438.000 kg | 2.00000 876.00| 1.90000 832.20| REINFORCING STEEL | | | 0047 715-02935 77.000 m | 33.00000 2541.00| 39.00000 3003.00| PIPE, PVC, OUTLET, 150 mm | | | 0048 715-03584 2.000 EACH| 550.00000 1100.00| 360.00000 720.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0049 715-04857 2.000 EACH| 700.00000 1400.00| 375.00000 750.00| SAFETY METAL END SECTION, 4:1, 0.31 m2 | | | 0050 715-05048 3175.000 m | 7.50000 23812.50| 4.50000 14287.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05121 22.000 m | 60.00000 1320.00| 130.00000 2860.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05149 53.500 m | 75.00000 4012.50| 100.00000 5350.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05151 81.000 m | 60.00000 4860.00| 130.00000 10530.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0055 715-05154 20.000 m | 120.00000 2400.00| 160.00000 3200.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05168 13.500 m | 85.00000 1147.50| 100.00000 1350.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0057 715-05169 18.500 m | 65.00000 1202.50| 105.00000 1942.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05171 80.000 m | 85.00000 6800.00| 120.00000 9600.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05233 18.500 m | 150.00000 2775.00| 270.00000 4995.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0060 715-05363 66.000 m | 150.00000 9900.00| 220.00000 14520.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0061 715-46000 3.000 EACH| 225.00000 675.00| 190.00000 570.00| PIPE END SECTION, 300 mm | | | 0062 715-46005 5.000 EACH| 250.00000 1250.00| 200.00000 1000.00| PIPE END SECTION, 375 mm | | | 0063 715-46010 16.000 EACH| 275.00000 4400.00| 215.00000 3440.00| PIPE END SECTION, 450 mm | | | 0064 715-46020 1.000 EACH| 300.00000 300.00| 240.00000 240.00| PIPE END SECTION, 600 mm | | | 0065 715-46055 14.000 EACH| 450.00000 6300.00| 265.00000 3710.00| PIPE END SECTION, MIN. AREA .17 m2 | | | 0066 715-90325 1.000 EACH| 225.00000 225.00| 200.00000 200.00| PIPE END SECTION, 250 mm | | | 0067 715-94534 20.000 EACH| 325.00000 6500.00| 155.00000 3100.00| ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0068 718-01044 46.000 m | 33.00000 1518.00| 45.00000 2070.00| PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0069 718-04881 9.000 EACH| 220.00000 1980.00| 230.00000 2070.00| OUTLET PROTECTOR, B | | | 0070 718-06531 36.000 EACH| 300.00000 10800.00| 300.00000 10800.00| OUTLET PROTECTOR, 3 | | | 0071 718-06532 1000.000 m | 3.00000 3000.00| 4.15000 4150.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-94889 708.000 m3 | 33.00000 23364.00| 52.00000 36816.00| AGGREGATE FOR UNDERDRAINS, 8 | | | 0073 720-44000 2.000 EACH| 300.00000 600.00| 280.00000 560.00| CASTING, ADJUST TO GRADE | | | 0074 720-44296 1.000 EACH| 500.00000 500.00| 350.00000 350.00| CAP INLET | | | 0075 720-45030 4.000 EACH| 1100.00000 4400.00| 800.00000 3200.00| INLET, E7 | | | 0076 720-45075 1.000 EACH| 1325.00000 1325.00| 850.00000 850.00| INLET, R13 | | | 0077 720-45270 1.000 EACH| 575.00000 575.00| 680.00000 680.00| PIPE CATCH BASIN, 450 mm | | | 0078 720-95422 1.000 EACH| 3220.00000 3220.00| 1850.00000 1850.00| MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-04308 5.000 EACH| 425.00000 2125.00| 440.00000 2200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06198 100.000 DAY | 200.00000 20000.00| 600.00000 60000.00| PATROLLER | | | 0082 801-06606 24.000 EACH| 120.00000 2880.00| 120.00000 2880.00| BARRICADE, IIIB | | | 0083 801-06625 36.000 EACH| 120.00000 4320.00| 120.00000 4320.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0084 801-06640 23.000 EACH| 100.00000 2300.00| 110.00000 2530.00| CONSTRUCTION SIGN, A | | | 0087 801-06645 6.000 EACH| 40.00000 240.00| 36.00000 216.00| CONSTRUCTION SIGN, B | | | 0088 801-06710 200.000 DAY | 28.00000 5600.00| 15.80000 3160.00| FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 65000.00000 65000.00| 86500.00000 86500.00| MAINTAINING TRAFFIC | | | 0090 802-05701 133.080 m | 30.00000 3992.40| 31.30000 4165.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-05703 46.144 m | 33.00000 1522.75| 34.40000 1587.35| SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0092 802-76025 29.780 m2 | 153.00000 4556.34| 160.00000 4764.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 802-76045 13.740 m2 | 200.00000 2748.00| 203.00000 2789.22| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0094 805-01836 1293.000 m | 2.50000 3232.50| 2.50000 3232.50| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0095 805-01842 11.000 EACH| 550.00000 6050.00| 540.00000 5940.00| HANDHOLE, SIGNAL | | | 0096 805-01844 739.000 m | 31.50000 23278.50| 31.00000 22909.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0097 805-02065 4.000 EACH| 1400.00000 5600.00| 1320.00000 5280.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2100 mm | | | 0098 805-78100 1.000 EACH| 8250.00000 8250.00| 8500.00000 8500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-78205 8.000 EACH| 375.00000 3000.00| 370.00000 2960.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0100 805-78415 4.000 EACH| 1350.00000 5400.00| 1340.00000 5360.00| SPAN, CATENARY, AND TETHER | | | 0101 805-78420 4.000 EACH| 200.00000 800.00| 195.00000 780.00| DISCONNECT HANGER | | | 0102 805-78445 1.000 EACH| 350.00000 350.00| 350.00000 350.00| SIGNAL SERVICE | | | 0103 805-78467 13.000 m | 4.25000 55.25| 4.30000 55.90| SIGNAL CABLE, 3C 8GA. | | | 0104 805-78470 1541.000 m | 2.50000 3852.50| 2.40000 3698.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0105 805-78485 78.000 m | 2.75000 214.50| 2.80000 218.40| SIGNAL CABLE, 5C 14GA. | | | 0106 805-78490 159.000 m | 3.15000 500.85| 3.20000 508.80| SIGNAL CABLE, 7C 14GA. | | | 0107 805-78510 1842.000 m | 2.50000 4605.00| 2.50000 4605.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 13.000 EACH| 400.00000 5200.00| 400.00000 5200.00| SIGNAL DETECTOR HOUSING | | | 0109 805-78795 478.000 m | 13.50000 6453.00| 12.30000 5879.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78925 1.000 EACH| 550.00000 550.00| 570.00000 570.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0111 805-81060 4.000 EACH| 2800.00000 11200.00| 2900.00000 11600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0112 805-92504 13.000 EACH| 230.00000 2990.00| 225.00000 2925.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0113 808-01804 164.000 m | 21.50000 3526.00| 21.40000 3509.60| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0114 808-03178 14.000 EACH| 125.00000 1750.00| 131.00000 1834.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0115 808-03179 14.000 EACH| 135.00000 1890.00| 141.00000 1974.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0116 808-06713 3256.000 m | 0.16000 520.96| 0.20000 651.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0117 808-75051 919.000 m | 3.44000 3161.36| 3.60000 3308.40| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 161 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,296,482.48 ROUTE : US 35 CALL ORDER : 161 CONTRACT ID : R -24060-A COUNTIES : DELAWARE LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 808-75054 4872.000 m | 3.40000 16564.80| 3.60000 17539.20| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75067 48.000 m | 20.40000 979.20| 21.50000 1032.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0120 808-75077 1.000 EACH| 740.00000 740.00| 775.00000 775.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC WORD, R X R | | | 0121 808-75996 281.000 EACH| 10.00000 2810.00| 15.00000 4215.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0122 808-75998 281.000 EACH| 24.50000 6884.50| 25.70000 7221.70| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0123 501-05181 17754.000 m2 | 37.00000 656898.00| 36.80000 653347.20| CEMENT CONCRETE PAVEMENT, PLAIN, 275 mm | | | 0124 501-04771 LUMP| 3500.00000 3500.00| 1370.00000 1370.00| CORING CONCRETE PAVEMENT | | | 0125 305-05206 575.000 Mg | 80.00000 46000.00| 72.50000 41687.50| WIDENING WITH HMA | | | 0126 715-06890 9.000 m | 55.00000 495.00| 58.00000 522.00| PIPE, TYPE 3, CIRCULAR, 250 mm | | | 0127 801-06218 18.800 m | 18.00000 338.40| 19.00000 357.20| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0128 801-06207 3019.000 m | 3.05000 9207.95| 3.15000 9509.85| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 2,452,316.96| $ 2,488,841.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,452,316.96| $ 2,488,841.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431023 0431023 0431023 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 8,676,950.00 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 9,160,339.76 105.5709% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 9,405,924.45 108.4012% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 24.000 MOS | 1000.00000 24000.00| 1755.00000 42120.00| 1400.00000 33600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 180000.00000 180000.00| 244000.00000 244000.00| 200000.00000 200000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 411062.48000 411062.48| 445000.00000 445000.00| 487700.00000 487700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 170000.00000 170000.00| 259000.00000 259000.00| 160000.00000 160000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 8242.600 m2 | 5.15000 42449.39| 10.60000 87371.56| 12.00000 98911.20 PAVEMENT, REMOVE | | | 0006 202-02241 654.750 m | 21.00000 13749.75| 11.00000 7202.25| 9.00000 5892.75 GUARDRAIL, REMOVE | | | 0007 202-02271 19.000 EACH| 1300.00000 24700.00| 2245.00000 42655.00| 1300.00000 24700.00 HEADWALL, REMOVE | | | 0008 202-02272 62.600 m | 41.00000 2566.60| 14.00000 876.40| 14.00000 876.40 PAVED SIDE DITCH, REMOVE | | | 0009 202-03000 LUMP| 1100.00000 1100.00| 950.00000 950.00| 3700.00000 3700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-03000 LUMP| 125.00000 125.00| 1020.00000 1020.00| 1100.00000 1100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0011 202-03000 LUMP| 125.00000 125.00| 1400.00000 1400.00| 2400.00000 2400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 125.00000 125.00| 700.00000 700.00| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 34SA | | | 0013 202-03000 LUMP| 125.00000 125.00| 800.00000 800.00| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 41SA | | | 0014 202-03000 LUMP| 125.00000 125.00| 900.00000 900.00| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | 0015 202-51328 LUMP| 1150.00000 1150.00| 7200.00000 7200.00| 2500.00000 2500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO. 70 | | | 0016 202-51328 LUMP| 1150.00000 1150.00| 8700.00000 8700.00| 2500.00000 2500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO. 75 | | | 0017 202-51330 LUMP| 3600.00000 3600.00| 14000.00000 14000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0018 202-51822 363.000 m2 | 20.00000 7260.00| 19.00000 6897.00| 9.00000 3267.00 BRIDGE DECK OVERLAY, REMOVE | | | 0019 202-60820 43100.000 m2 | 1.70000 73270.00| 0.75000 32325.00| 0.70000 30170.00 SURFACE MILLING, ASPHALT | | | 0020 202-60822 363.000 m2 | 4.00000 1452.00| 1.00000 363.00| 9.00000 3267.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0021 202-62420 102.400 m | 11.00000 1126.40| 49.00000 5017.60| 18.00000 1843.20 BRIDGE RAILING, REMOVE | | | 0022 202-74025 702.000 m | 5.00000 3510.00| 3.80000 2667.60| 6.75000 4738.50 FENCE, REMOVE | | | 0023 202-74045 57.000 EACH| 71.00000 4047.00| 44.00000 2508.00| 33.00000 1881.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0024 202-91385 1.000 EACH| 900.00000 900.00| 1040.00000 1040.00| 500.00000 500.00 INLET, REMOVE | | | 0025 202-91840 172.000 m | 12.00000 2064.00| 5.80000 997.60| 11.00000 1892.00 FENCE, CHAIN LINK, REMOVE | | | 0026 202-99187 1567.000 m | 3.60000 5641.20| 3.80000 5954.60| 3.50000 5484.50 FENCE, FARM FIELD, REMOVE | | | 0027 203-02000 91041.000 m3 | 11.00000 1001451.00| 8.20000 746536.20| 11.00000 1001451.00 EXCAVATION, COMMON | | | 0028 203-02045 28000.000 m3 | 6.00000 168000.00| 17.65000 494200.00| 31.00000 868000.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0029 203-02070 12000.000 m3 | 4.00000 48000.00| 15.45000 185400.00| 13.00000 156000.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 205-02224 2770.000 m | 2.50000 6925.00| 6.60000 18282.00| 7.00000 19390.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0031 205-02226 21.000 m | 10.00000 210.00| 16.00000 336.00| 17.00000 357.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0032 205-02229 378.000 m | 8.00000 3024.00| 13.00000 4914.00| 13.00000 4914.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0033 205-02231 837.000 m | 60.00000 50220.00| 29.70000 24858.90| 16.00000 13392.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0034 205-02232 54.000 m3 | 32.00000 1728.00| 112.00000 6048.00| 42.00000 2268.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0035 205-02233 24.000 m3 | 75.00000 1800.00| 34.00000 816.00| 175.00000 4200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0036 205-02236 9.000 EACH| 60.00000 540.00| 74.00000 666.00| 75.00000 675.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0037 205-02770 650.000 m2 | 2.20000 1430.00| 2.30000 1495.00| 2.00000 1300.00 EROSION CONTROL BLANKET | | | 0038 205-03371 500.000 m3 | 175.00000 87500.00| 31.00000 15500.00| 22.00000 11000.00 SEDIMENT REMOVE | | | 0039 211-02060 1660.700 m3 | 45.00000 74731.50| 27.00000 44838.90| 35.00000 58124.50 B BORROW FOR STRUCTURE BACKFILL | | | 0040 303-52308 37492.100 Mg | 18.00000 674857.80| 17.55000 657986.36| 17.00000 637365.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0041 303-97820 845.400 Mg | 16.00000 13526.40| 24.30000 20543.22| 22.00000 18598.80 AGGREGATE, 8 | | | 0042 305-05204 230.000 Mg | 80.00000 18400.00| 109.00000 25070.00| 108.00000 24840.00 HMA FOR PATCHING | | | 0043 305-97019 43100.000 m2 | 2.00000 86200.00| 1.85000 79735.00| 2.00000 86200.00 RUBBLIZED PCCP | | | 0044 401-05437 33822.000 Mg | 44.00000 1488168.00| 42.50000 1437435.00| 41.00000 1386702.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0045 401-05455 14176.000 Mg | 45.00000 637920.00| 45.10000 639337.60| 45.00000 637920.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0046 401-05456 8575.000 Mg | 55.00000 471625.00| 58.60000 502495.00| 62.84000 538853.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 401-05467 12974.000 m | 0.40000 5189.60| 0.64000 8303.36| 0.60000 7784.40 MILLED HMA CORRUGATIONS | | | 0048 401-06264 LUMP| 3000.00000 3000.00| 15500.00000 15500.00| 11000.00000 11000.00 PROFILOGRAPH, HMA | | | 0049 402-05470 2915.000 Mg | 46.00000 134090.00| 47.20000 137588.00| 50.00000 145750.00 HMA BASE C25.0 mm, MAINLINE | | | 0050 402-05475 2842.400 Mg | 43.00000 122223.20| 47.20000 134161.28| 50.00000 142120.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0051 402-05495 1980.000 Mg | 60.00000 118800.00| 45.10000 89298.00| 44.00000 87120.00 HMA WEDGE AND LEVEL | | | 0052 404-05511 1812.000 m2 | 3.00000 5436.00| 3.00000 5436.00| 3.00000 5436.00 SEAL COAT, 2 | | | 0053 404-05514 208.000 m2 | 4.00000 832.00| 4.00000 832.00| 4.50000 936.00 SEAL COAT, 5 | | | 0054 405-05517 126.000 Mg | 350.00000 44100.00| 342.00000 43092.00| 330.00000 41580.00 ASPHALT FOR PRIME COAT | | | 0055 406-05520 67.000 Mg | 300.00000 20100.00| 262.00000 17554.00| 281.00000 18827.00 ASPHALT FOR TACK COAT | | | 0056 501-04842 174.000 m2 | 62.00000 10788.00| 59.00000 10266.00| 74.00000 12876.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0057 601-01522 4.000 EACH| 1200.00000 4800.00| 1240.00000 4960.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0058 601-05071 3.000 EACH| 1750.00000 5250.00| 1870.00000 5610.00| 1900.00000 5700.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0059 601-94689 7.000 EACH| 3200.00000 22400.00| 3390.00000 23730.00| 4000.00000 28000.00 GUARDRAIL END TREATMENT, OS | | | 0060 601-99105 459.105 m | 36.00000 16527.78| 35.20000 16160.50| 41.00000 18823.31 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0061 602-06639 157.000 m | 80.00000 12560.00| 82.00000 12874.00| 88.00000 13816.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 602-06729 8.000 EACH| 8.00000 64.00| 21.00000 168.00| 12.00000 96.00 BARRIER DELINEATOR | | | 0063 603-06040 1772.000 m | 26.00000 46072.00| 16.90000 29946.80| 16.00000 28352.00 FENCE, FARM FIELD, 1190 mm | | | 0064 603-06042 502.000 m | 10.00000 5020.00| 19.00000 9538.00| 14.90000 7479.80 FENCE, BARBED WIRE, 1220 mm | | | 0065 603-06045 170.000 m | 33.00000 5610.00| 30.00000 5100.00| 36.00000 6120.00 FENCE, CHAIN LINK, 1220 mm | | | 0066 610-05527 1639.000 Mg | 70.00000 114730.00| 83.00000 136037.00| 78.00000 127842.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 610-06257 173.800 m2 | 60.00000 10428.00| 58.00000 10080.40| 70.00000 12166.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0068 611-06497 26.000 EACH| 105.00000 2730.00| 130.00000 3380.00| 180.00000 4680.00 MAILBOX ASSEMBLY, SINGLE | | | 0069 611-06498 3.000 EACH| 130.00000 390.00| 175.00000 525.00| 210.00000 630.00 MAILBOX ASSEMBLY, DOUBLE | | | 0070 615-06490 274.000 EACH| 102.00000 27948.00| 116.00000 31784.00| 120.00000 32880.00 RIGHT OF WAY MARKER | | | 0071 615-06500 1.000 EACH| 295.00000 295.00| 440.00000 440.00| 480.00000 480.00 MONUMENT, A | | | 0072 615-06505 34.000 EACH| 395.00000 13430.00| 440.00000 14960.00| 500.00000 17000.00 MONUMENT, B | | | 0073 615-06510 1.000 EACH| 325.00000 325.00| 395.00000 395.00| 450.00000 450.00 MONUMENT, C | | | 0074 615-06527 5.000 EACH| 325.00000 1625.00| 395.00000 1975.00| 380.00000 1900.00 MONUMENT, SECTION CORNER | | | 0075 615-06530 5.000 EACH| 875.00000 4375.00| 550.00000 2750.00| 600.00000 3000.00 POST, BENCHMARK | | | 0076 616-02320 11062.000 m2 | 2.50000 27655.00| 2.30000 25442.60| 3.05000 33739.10 GEOTEXTILES | | | 0077 616-06405 6564.000 Mg | 28.00000 183792.00| 23.60000 154910.40| 21.00000 137844.00 RIPRAP, REVETMENT | | | 0078 616-94426 110.000 m2 | 7.00000 770.00| 7.80000 858.00| 9.00000 990.00 GEOGRID | | | 0079 619-01398 11.000 EACH| 3000.00000 33000.00| 3290.00000 36190.00| 1600.00000 17600.00 CLEAN STRUCTURE , BOX CULVERT | | | 0080 621-01004 2.000 EACH| 100.00000 200.00| 200.00000 400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0081 621-01882 90.000 kg | 5.00000 450.00| 6.30000 567.00| 12.00000 1080.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0082 621-02356 10.000 kg | 50.00000 500.00| 49.00000 490.00| 400.00000 4000.00 SEEDING, WETLAND | | | 0083 621-03787 1.000 kg | 200.00000 200.00| 205.00000 205.00| 600.00000 600.00 SEED MIXTURE, D | | | 0084 621-06545 11.200 Mg | 500.00000 5600.00| 510.00000 5712.00| 600.00000 6720.00 FERTILIZER | | | 0085 621-06548 65.000 kg | 40.00000 2600.00| 44.00000 2860.00| 60.00000 3900.00 SEED MIXTURE, CV | | | 0086 621-06553 2223.000 kg | 5.90000 13115.70| 5.90000 13115.70| 9.00000 20007.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 621-06565 53.000 Mg | 400.00000 21200.00| 405.00000 21465.00| 570.00000 30210.00 MULCHING MATERIAL | | | 0088 621-06567 244.000 kL | 0.50000 122.00| 0.60000 146.40| 1.10000 268.40 WATER | | | 0089 621-06570 1950.000 m3 | 20.00000 39000.00| 8.95000 17452.50| 14.00000 27300.00 TOP SOIL | | | 0090 621-06575 19130.000 m2 | 3.60000 68868.00| 3.90000 74607.00| 4.00000 76520.00 SODDING, NURSERY | | | 0091 622-52436 13.000 EACH| 20.00000 260.00| 30.00000 390.00| 25.00000 325.00 SIGN, DO NOT MOW OR SPRAY | | | 0092 622-91786 1409.000 EACH| 8.40000 11835.60| 9.00000 12681.00| 10.00000 14090.00 SEEDLING | | | 0093 702-51015 72.100 m3 | 600.00000 43260.00| 618.00000 44557.80| 450.00000 32445.00 CONCRETE, B, FOOTINGS | | | 0094 702-51863 472.000 EACH| 10.00000 4720.00| 11.00000 5192.00| 9.00000 4248.00 FIELD DRILLED HOLE IN CONCRETE | | | 0095 702-52376 31.900 m3 | 750.00000 23925.00| 642.00000 20479.80| 950.00000 30305.00 CONCRETE, C, STRUCTURES | | | 0096 702-93722 16.900 m3 | 750.00000 12675.00| 673.00000 11373.70| 900.00000 15210.00 CONCRETE, C | | | 0097 703-51030 7080.000 kg | 2.00000 14160.00| 1.85000 13098.00| 1.20000 8496.00 REINFORCING STEEL | | | 0098 703-51032 2188.000 kg | 2.25000 4923.00| 2.45000 5360.60| 1.50000 3282.00 REINFORCING STEEL, EPOXY COATED | | | 0099 706-05732 4.000 EACH| 1500.00000 6000.00| 1745.00000 6980.00| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0100 706-51025 51.200 m | 175.00000 8960.00| 157.00000 8038.40| 150.00000 7680.00 CONCRETE, C, RAILING | | | 0101 709-51821 LUMP| 1440.00000 1440.00| 1800.00000 1800.00| 1500.00000 1500.00 SURFACE SEAL | | | 0102 713-91028 LUMP| 28000.00000 28000.00| 65000.00000 65000.00| 38000.00000 38000.00 TEMPORARY RUNAROUND , LOCATION NO. 1 | | | 0103 713-91028 LUMP| 21000.00000 21000.00| 39000.00000 39000.00| 25000.00000 25000.00 TEMPORARY RUNAROUND , LOCATION NO. 2 | | | 0104 713-91028 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| 23000.00000 23000.00 TEMPORARY RUNAROUND , LOCATION NO. 3 | | | 0105 713-91028 LUMP| 37000.00000 37000.00| 97000.00000 97000.00| 32000.00000 32000.00 TEMPORARY RUNAROUND , LOCATION NO. 4 | | | 0106 713-91028 LUMP| 37000.00000 37000.00| 74000.00000 74000.00| 34000.00000 34000.00 TEMPORARY RUNAROUND , LOCATION NO. 5 | | | 0107 714-02677 19.000 m | 1700.00000 32300.00| 878.00000 16682.00| 900.00000 17100.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 714-04916 20.100 m | 2000.00000 40200.00| 2576.00000 51777.60| 2100.00000 42210.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE , 3350 mm X 2150 mm | | | 0109 714-06503 23.900 m | 5400.00000 129060.00| 4177.00000 99830.30| 2800.00000 66920.00 CULVERT, PRECAST BOX, REINFORCE | | | CONCRETE, 6100 mm X 1800 mm | | | 0110 714-91847 15.000 m | 1800.00000 27000.00| 964.00000 14460.00| 900.00000 13500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1500 mm | | | 0111 714-94664 53.600 m | 1600.00000 85760.00| 836.00000 44809.60| 800.00000 42880.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0112 714-98817 30.000 m | 1700.00000 51000.00| 1128.00000 33840.00| 1100.00000 33000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0113 714-99346 30.100 m | 1300.00000 39130.00| 788.00000 23718.80| 800.00000 24080.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0114 714-99348 10.000 m | 1900.00000 19000.00| 939.00000 9390.00| 1000.00000 10000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0115 715-01354 512.000 m | 34.00000 17408.00| 17.45000 8934.40| 17.00000 8704.00 CLEAN EXISTING PIPE , UNDERDRAIN | | | 0116 715-01662 15.300 m | 86.00000 1315.80| 48.00000 734.40| 94.00000 1438.20 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0117 715-04509 33.300 m | 120.00000 3996.00| 61.60000 2051.28| 120.00000 3996.00 TEMPORARY PIPE | | | 0118 715-04629 100.300 EACH| 43.00000 4312.90| 12.15000 1218.65| 14.00000 1404.20 PIPE , UNDERDRAIN OUTLET, PVC, 200 mm | | | 0119 715-04629 2.000 EACH| 600.00000 1200.00| 980.00000 1960.00| 1400.00000 2800.00 PIPE END SECTION, MIN. AREA 0.83 m2 | | | 0120 715-05019 22.000 m | 250.00000 5500.00| 114.00000 2508.00| 88.00000 1936.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0121 715-05021 339.600 m | 145.00000 49242.00| 73.70000 25028.52| 84.00000 28526.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0122 715-05022 21.000 m | 340.00000 7140.00| 217.00000 4557.00| 194.00000 4074.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0123 715-05028 409.900 m | 115.00000 47138.50| 62.90000 25782.71| 63.00000 25823.70 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0124 715-05031 39.300 m | 175.00000 6877.50| 88.40000 3474.12| 90.00000 3537.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 715-05033 31.500 m | 360.00000 11340.00| 293.00000 9229.50| 275.00000 8662.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0126 715-05048 3345.200 m | 6.50000 21743.80| 15.90000 53188.68| 7.00000 23416.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0127 715-05119 26.800 m | 140.00000 3752.00| 76.00000 2036.80| 85.00000 2278.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0128 715-05121 22.300 m | 190.00000 4237.00| 92.00000 2051.60| 90.00000 2007.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0129 715-05154 59.000 m | 170.00000 10030.00| 119.00000 7021.00| 135.00000 7965.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0130 715-05173 12.000 m | 300.00000 3600.00| 105.00000 1260.00| 100.00000 1200.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0131 715-05203 11270.000 m | 5.75000 64802.50| 13.50000 152145.00| 7.00000 78890.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0132 715-05235 24.200 m | 200.00000 4840.00| 168.00000 4065.60| 150.00000 3630.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0133 715-05575 38.300 m | 165.00000 6319.50| 76.00000 2910.80| 100.00000 3830.00 PIPE, 375 mm | | | 0134 715-05577 13.600 m | 290.00000 3944.00| 119.00000 1618.40| 160.00000 2176.00 PIPE, 600 mm | | | 0135 715-46000 5.000 EACH| 225.00000 1125.00| 290.00000 1450.00| 400.00000 2000.00 PIPE END SECTION, 300 mm | | | 0136 715-46005 64.000 EACH| 230.00000 14720.00| 340.00000 21760.00| 430.00000 27520.00 PIPE END SECTION, 375 mm | | | 0137 715-46010 6.000 EACH| 370.00000 2220.00| 380.00000 2280.00| 440.00000 2640.00 PIPE END SECTION, 450 mm | | | 0138 715-46020 2.000 EACH| 525.00000 1050.00| 470.00000 940.00| 720.00000 1440.00 PIPE END SECTION, 600 mm | | | 0139 715-97607 2.000 EACH| 600.00000 1200.00| 635.00000 1270.00| 600.00000 1200.00 PIPE END SECTION, MIN. AREA .42 m2 | | | 0140 718-01044 144.100 m | 36.00000 5187.60| 18.70000 2694.67| 11.00000 1585.10 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0141 718-02672 543.300 m | 37.00000 20102.10| 17.70000 9616.41| 9.00000 4889.70 PIPE, UNDERDRAIN OUTLET, PVC, 100 mm | | | 0142 718-04881 195.000 EACH| 145.00000 28275.00| 165.00000 32175.00| 220.00000 42900.00 OUTLET PROTECTOR, B | | | 0143 718-94889 527.400 m3 | 15.00000 7911.00| 33.40000 17615.16| 23.00000 12130.20 AGGREGATE FOR UNDERDRAINS, 8 | | | 0144 718-99153 22248.000 m2 | 0.62000 13793.76| 1.75000 38934.00| 1.60000 35596.80 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 720-02442 2.000 EACH| 800.00000 1600.00| 400.00000 800.00| 550.00000 1100.00 PIPE, PLUG EXISTING | | | 0146 720-45270 7.000 EACH| 2200.00000 15400.00| 1725.00000 12075.00| 675.00000 4725.00 PIPE CATCH BASIN, 450 mm | | | 0147 720-94432 2.000 EACH| 2000.00000 4000.00| 1690.00000 3380.00| 1800.00000 3600.00 MANHOLE, C7 | | | 0148 722-51401 7.500 m2 | 625.00000 4687.50| 395.00000 2962.50| 260.00000 1950.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0149 722-51842 363.000 m2 | 82.00000 29766.00| 63.00000 22869.00| 120.00000 43560.00 BRIDGE DECK OVERLAY | | | 0150 722-51852 18.000 m2 | 210.00000 3780.00| 227.00000 4086.00| 146.00000 2628.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0151 722-60824 363.000 m2 | 4.00000 1452.00| 6.50000 2359.50| 9.00000 3267.00 SURFACE MILLING | | | 0152 730-02629 2.000 EACH| 1200.00000 2400.00| 585.00000 1170.00| 675.00000 1350.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0153 730-02630 2.000 EACH| 1500.00000 3000.00| 795.00000 1590.00| 875.00000 1750.00 SAFETY METAL END SECTION, 6:1, 610 mm | | | 0154 730-26780 2.000 EACH| 5700.00000 11400.00| 6975.00000 13950.00| 6500.00000 13000.00 GRATED BOX END SECTION, I, 4:1, 1200 mm | | | 0155 730-26789 2.000 EACH| 7000.00000 14000.00| 9075.00000 18150.00| 8500.00000 17000.00 GRATED BOX END SECTION, I, 4:1, 1500 mm | | | 0156 730-97407 2.000 EACH| 5000.00000 10000.00| 5580.00000 11160.00| 6000.00000 12000.00 GRATED BOX END SECTION, I, 4:1, 1050 mm | | | 0157 730-97692 8.000 EACH| 4500.00000 36000.00| 5370.00000 42960.00| 5500.00000 44000.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0158 730-97921 2.000 EACH| 4600.00000 9200.00| 5230.00000 10460.00| 6000.00000 12000.00 GRATED BOX END SECTION, I, 4:1, 1425 mm | | | x 950 mm | | | 0159 730-98181 2.000 EACH| 3500.00000 7000.00| 4145.00000 8290.00| 4000.00000 8000.00 GRATED BOX END SECTION, I, 4:1, 875 mm | | | x 600 mm | | | 0160 730-98402 4.000 EACH| 6000.00000 24000.00| 6665.00000 26660.00| 8000.00000 32000.00 GRATED BOX END SECTION, I, 4:1, 1775 mm | | | x 1175 mm | | | 0161 801-04308 8.000 EACH| 900.00000 7200.00| 1430.00000 11440.00| 1300.00000 10400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0162 801-06203 25018.000 m | 0.19000 4753.42| 0.22000 5503.96| 1.10000 27519.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0163 801-06207 42140.000 m | 2.80000 117992.00| 3.00000 126420.00| 4.00000 168560.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 801-06577 31.000 m | 20.00000 620.00| 22.00000 682.00| 31.00000 961.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0165 801-06606 13.000 EACH| 225.00000 2925.00| 380.00000 4940.00| 280.00000 3640.00 BARRICADE, IIIB | | | 0166 801-06640 90.000 EACH| 190.00000 17100.00| 268.00000 24120.00| 250.00000 22500.00 CONSTRUCTION SIGN, A | | | 0167 801-06645 48.000 EACH| 50.00000 2400.00| 79.00000 3792.00| 85.00000 4080.00 CONSTRUCTION SIGN, B | | | 0168 801-06710 720.000 DAY | 11.00000 7920.00| 16.00000 11520.00| 20.00000 14400.00 FLASHING ARROW SIGN | | | 0169 801-06775 LUMP| 200000.00000 200000.00| 278000.00000 278000.00| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0170 802-01986 17.600 m | 18.00000 316.80| 34.50000 607.20| 36.00000 633.60 POLE, STEEL GALVANIZED, 59.4 mm | | | 0171 802-02489 226.500 m | 25.00000 5662.50| 44.50000 10079.25| 32.00000 7248.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0172 802-02922 7.300 m | 29.00000 211.70| 51.70000 377.41| 31.00000 226.30 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0173 802-04893 8.000 EACH| 41.00000 328.00| 85.00000 680.00| 88.00000 704.00 REFERENCE POST | | | 0174 802-76025 18.544 m2 | 180.00000 3337.92| 169.00000 3133.94| 275.00000 5099.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0175 802-76035 15.190 m2 | 185.00000 2810.15| 155.00000 2354.45| 225.00000 3417.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0176 802-76045 2.363 m2 | 190.00000 448.97| 194.00000 458.42| 180.00000 425.34 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0177 802-91122 4.000 EACH| 90.00000 360.00| 60.00000 240.00| 122.00000 488.00 SIGN, GROUND MOUNTED, RESET | | | 0178 808-06703 1204.000 m | 0.75000 903.00| 0.75000 903.00| 0.80000 963.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0179 808-06713 12995.000 m | 0.14000 1819.30| 0.16000 2079.20| 0.16000 2079.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0180 808-06716 19458.000 m | 0.72000 14009.76| 0.75000 14593.50| 0.75000 14593.50 LINE, REMOVE | | | 0181 808-75240 485.000 m | 0.74000 358.90| 0.80000 388.00| 0.80000 388.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 181 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,430,208.71 ROUTE : 67 CALL ORDER : 181 CONTRACT ID : R -24314-C COUNTIES : KNOX LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1009310 |(3) 35-1618530 |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 808-75245 11368.000 m | 0.74000 8412.32| 0.80000 9094.40| 0.80000 9094.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0183 808-75297 64.000 m | 8.60000 550.40| 9.50000 608.00| 10.00000 640.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0184 808-75320 3.000 EACH| 55.00000 165.00| 80.00000 240.00| 60.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0185 808-75325 3.000 EACH| 75.00000 225.00| 85.00000 255.00| 80.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0186 808-75996 540.000 EACH| 3.10000 1674.00| 4.00000 2160.00| 12.00000 6480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0187 808-75998 616.000 EACH| 21.00000 12936.00| 22.00000 13552.00| 23.00000 14168.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0188 205-04931 12.000 EACH| 4000.00000 48000.00| 1350.00000 16200.00| 550.00000 6600.00 SEDIMENT TRAP | | | SECTION TOTALS | $ 8,676,950.00| $ 9,160,339.76| $ 9,405,924.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,676,950.00| $ 9,160,339.76| $ 9,405,924.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B906005 B906005 043700E OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996015 E & B PAVING/GRADEX J/V $ 5,924,513.74 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 6,246,839.06 105.4405% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,338,148.46 106.9817% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 6,342,990.27 107.0634% 5 99-9996014 RIETH RILEY/POINDEXTER J/V $ 6,484,109.24 109.4454% ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |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 ADDED TRAVEL LANES AND SIGNALS | | | 0001 105-01925 12.000 MOS | 2000.00000 24000.00| 2500.00000 30000.00| 2381.38000 28576.56 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 175364.00000 175364.00| 180000.00000 180000.00| 155164.10000 155164.10 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 295000.00000 295000.00| 310000.00000 310000.00| 315000.00000 315000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| 161500.00000 161500.00| 126000.00000 126000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 5.000 EACH| 1050.00000 5250.00| 1000.00000 5000.00| 65.75000 328.75 TESTING FOR ASBESTOS | | | 0006 202-02240 8750.000 SYS | 6.60000 57750.00| 5.75000 50312.50| 5.68000 49700.00 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 4500.00000 4500.00| 3300.00000 3300.00| 3236.80000 3236.80 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 28 | | | 0008 202-03000 LUMP| 4500.00000 4500.00| 3300.00000 3300.00| 14666.75000 14666.75 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 29 | | | 0009 202-03000 LUMP| 4500.00000 4500.00| 3300.00000 3300.00| 7485.10000 7485.10 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 30 | | | 0010 202-03000 LUMP| 4500.00000 4500.00| 3300.00000 3300.00| 11632.25000 11632.25 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 32 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-60820 2538.000 SYS | 4.76000 12080.88| 5.00000 12690.00| 2.57000 6522.66 SURFACE MILLING, ASPHALT | | | 0012 203-02000 49555.000 CYS | 5.75000 284941.25| 8.25000 408828.75| 10.13000 501992.15 EXCAVATION, COMMON | | | 0013 203-95673 19486.000 CYS | 14.30000 278649.80| 14.00000 272804.00| 15.61000 304176.46 BACKFILL, GRANULAR | | | 0014 205-02224 320.000 LFT | 2.12000 678.40| 2.00000 640.00| 2.04000 652.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 168.000 LFT | 3.28000 551.04| 3.10000 520.80| 3.16000 530.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02232 290.000 CYS | 6.60000 1914.00| 6.50000 1885.00| 21.64000 6275.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 10.000 EACH| 57.75000 577.50| 55.00000 550.00| 55.63000 556.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 18.000 EACH| 57.75000 1039.50| 55.00000 990.00| 55.63000 1001.34 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 143.000 EACH| 26.25000 3753.75| 25.00000 3575.00| 25.29000 3616.47 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 3913.000 CYS | 14.85000 58108.05| 18.50000 72390.50| 11.34000 44373.42 B BORROW FOR STRUCTURE BACKFILL | | | 0021 215-06458 24981.000 CYS | 7.62000 190355.22| 9.10000 227327.10| 7.33000 183110.73 SUBGRADE, MODIFIED | | | 0022 303-52308 4918.000 TON | 16.32000 80261.76| 26.00000 127868.00| 17.17000 84442.06 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 401-05437 29565.000 TON | 30.74000 908828.10| 29.00000 857385.00| 28.00000 827820.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 9471.000 TON | 32.17000 304682.07| 32.00000 303072.00| 31.00000 293601.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 5143.000 TON | 47.90000 246349.70| 47.50000 244292.50| 46.00000 236578.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-06264 LUMP| 4500.00000 4500.00| 3400.00000 3400.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0027 402-05468 1124.000 TON | 28.97000 32562.28| 31.00000 34844.00| 30.00000 33720.00 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05470 12360.000 TON | 27.50000 339900.00| 29.00000 358440.00| 28.10000 347316.00 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 402-05475 1428.000 TON | 35.14000 50179.92| 32.50000 46410.00| 31.50000 44982.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0030 402-05481 164.000 TON | 37.35000 6125.40| 39.25000 6437.00| 38.00000 6232.00 HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05495 600.000 TON | 40.51000 24306.00| 32.00000 19200.00| 31.00000 18600.00 HMA WEDGE AND LEVEL | | | 0032 405-05517 9.500 TON | 286.00000 2717.00| 350.00000 3325.00| 340.00000 3230.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 64.500 TON | 195.00000 12577.50| 165.00000 10642.50| 160.00000 10320.00 ASPHALT FOR TACK COAT | | | 0034 603-03398 1000.000 LFT | 16.80000 16800.00| 18.00000 18000.00| 16.18000 16180.00 FENCE, RELOCATE | | | 0035 603-06045 45.000 LFT | 33.60000 1512.00| 35.00000 1575.00| 32.37000 1456.65 FENCE, CHAIN LINK, 48 IN. | | | 0036 604-06069 284.000 SYS | 50.00000 14200.00| 40.00000 11360.00| 77.89000 22120.76 CURB RAMP, CONCRETE | | | 0037 604-91531 4279.000 SYS | 19.00000 81301.00| 16.50000 70603.50| 24.64000 105434.56 SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06125 6279.000 LFT | 8.75000 54941.25| 6.50000 40813.50| 10.38000 65176.02 CURB, CONCRETE, MODIFIED | | | 0039 605-06150 10264.000 LFT | 12.00000 123168.00| 9.00000 92376.00| 11.42000 117214.88 CURB AND GUTTER, C, CONCRETE | | | 0040 605-06230 1210.000 LFT | 45.00000 54450.00| 38.00000 45980.00| 38.65000 46766.50 CENTER CURB, C, CONCRETE, MODIFIED | | | 0041 605-06235 942.000 LFT | 35.00000 32970.00| 38.00000 35796.00| 37.01000 34863.42 CENTER CURB, D, CONCRETE, MODIFIED | | | 0042 605-52807 10032.000 LFT | 11.00000 110352.00| 10.00000 100320.00| 11.76000 117976.32 CURB AND GUTTER, COMBINED | | | 0043 610-05527 1172.000 TON | 56.00000 65632.00| 61.00000 71492.00| 59.00000 69148.00 HMA FOR APPROACHES | | | 0044 611-05330 4863.000 SYS | 34.00000 165342.00| 27.00000 131301.00| 22.58000 109806.54 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 13.000 EACH| 121.00000 1573.00| 130.00000 1690.00| 107.64000 1399.32 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 7.000 EACH| 163.00000 1141.00| 175.00000 1225.00| 145.08000 1015.56 MAILBOX ASSEMBLY, DOUBLE | | | 0047 615-06490 121.000 EACH| 110.00000 13310.00| 120.00000 14520.00| 98.28000 11891.88 RIGHT OF WAY MARKER | | | 0048 615-06505 23.000 EACH| 457.00000 10511.00| 485.00000 11155.00| 407.16000 9364.68 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 615-06510 9.000 EACH| 352.00000 3168.00| 375.00000 3375.00| 313.56000 2822.04 MONUMENT, C | | | 0050 615-06527 1.000 EACH| 352.00000 352.00| 375.00000 375.00| 313.56000 313.56 MONUMENT, SECTION CORNER | | | 0051 616-02320 125.000 SYS | 1.33000 166.25| 7.00000 875.00| 2.74000 342.50 GEOTEXTILES | | | 0052 616-06405 101.000 TON | 20.35000 2055.35| 20.00000 2020.00| 27.65000 2792.65 RIPRAP, REVETMENT | | | 0053 621-01004 3.000 EACH| 683.00000 2049.00| 700.00000 2100.00| 657.48000 1972.44 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-02363 18724.000 SYS | 0.27000 5055.48| 0.27000 5055.48| 0.25000 4681.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0055 621-06545 3.000 TON | 720.00000 2160.00| 700.00000 2100.00| 693.89000 2081.67 FERTILIZER | | | 0056 621-06553 1315.000 LBS | 3.30000 4339.50| 3.25000 4273.75| 3.18000 4181.70 SEED MIXTURE, R | | | 0057 621-06565 15.500 TON | 418.00000 6479.00| 425.00000 6587.50| 402.58000 6239.99 MULCHING MATERIAL | | | 0058 621-06567 47.500 MG | 2.10000 99.75| 2.15000 102.13| 2.02000 95.95 WATER | | | 0059 621-06575 11877.000 SYS | 3.00000 35631.00| 2.75000 32661.75| 3.41000 40500.57 SODDING, NURSERY | | | 0060 715-03025 1.000 EACH| 1330.00000 1330.00| 1700.00000 1700.00| 1383.08000 1383.08 SANITARY MANHOLE , 0-8 FT. DEEP | | | 0061 715-03025 2.000 EACH| 1548.00000 3096.00| 1900.00000 3800.00| 1762.70000 3525.40 SANITARY MANHOLE , 10-12 FT. DEEP | | | 0062 715-03025 6.000 EACH| 1705.00000 10230.00| 2000.00000 12000.00| 2113.80000 12682.80 SANITARY MANHOLE , 12-14 FT. DEEP | | | 0063 715-03025 10.000 EACH| 1865.00000 18650.00| 2300.00000 23000.00| 2716.44000 27164.40 SANITARY MANHOLE , 14-16 FT. DEEP | | | 0064 715-03025 10.000 EACH| 2300.00000 23000.00| 2600.00000 26000.00| 3018.45000 30184.50 SANITARY MANHOLE , 16-18 FT. DEEP | | | 0065 715-03025 10.000 EACH| 2400.00000 24000.00| 2900.00000 29000.00| 3341.18000 33411.80 SANITARY MANHOLE , 18-20 FT. DEEP | | | 0066 715-03025 5.000 EACH| 2560.00000 12800.00| 3100.00000 15500.00| 4928.33000 24641.65 SANITARY MANHOLE , 20-22 FT. DEEP | | | 0067 715-04509 34.000 LFT | 33.00000 1122.00| 40.00000 1360.00| 42.94000 1459.96 TEMPORARY PIPE 15 IN. | | | 0068 715-04612 4.000 LFT | 120.00000 480.00| 250.00000 1000.00| 251.36000 1005.44 PIPE EXTENSION, ALUM. COATED, TYPE 2, | | | CSP W/BPI, 0.109, MIN. AREA 6.5 SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 715-04857 1.000 EACH| 1060.00000 1060.00| 1200.00000 1200.00| 1599.44000 1599.44 SAFETY METAL END SECTION, 4:1, 42 IN. X | | | 29 IN. | | | 0070 715-05024 549.000 LFT | 45.15000 24787.35| 39.00000 21411.00| 48.43000 26588.07 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0071 715-05048 21311.000 LFT | 2.43000 51785.73| 2.25000 47949.75| 2.02000 43048.22 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0072 715-05053 410.000 LFT | 6.55000 2685.50| 4.30000 1763.00| 10.12000 4149.20 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-05119 70.000 LFT | 19.80000 1386.00| 25.00000 1750.00| 18.53000 1297.10 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0074 715-05149 5353.000 LFT | 17.45000 93409.85| 18.00000 96354.00| 21.82000 116802.46 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0075 715-05151 1464.000 LFT | 19.80000 28987.20| 19.00000 27816.00| 25.06000 36687.84 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0076 715-05152 965.000 LFT | 23.00000 22195.00| 21.00000 20265.00| 28.37000 27377.05 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0077 715-05153 1682.000 LFT | 28.00000 47096.00| 24.00000 40368.00| 31.20000 52478.40 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0078 715-05154 1097.000 LFT | 31.25000 34281.25| 26.00000 28522.00| 34.45000 37791.65 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05156 1167.000 LFT | 40.00000 46680.00| 36.00000 42012.00| 43.20000 50414.40 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0080 715-05159 144.000 LFT | 56.00000 8064.00| 49.00000 7056.00| 80.15000 11541.60 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0081 715-05169 128.000 LFT | 19.80000 2534.40| 28.00000 3584.00| 16.45000 2105.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05171 26.000 LFT | 23.00000 598.00| 29.00000 754.00| 16.63000 432.38 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0083 715-05408 523.000 LFT | 20.00000 10460.00| 28.00000 14644.00| 30.56000 15982.88 PIPE, SANITARY SEWER, 8 IN. , 10-12 FT. | | | DEEP | | | 0084 715-05408 661.000 LFT | 21.00000 13881.00| 32.00000 21152.00| 30.58000 20213.38 PIPE, SANITARY SEWER, 8 IN. , 12-14 FT. | | | DEEP | | | 0085 715-05408 701.000 LFT | 22.00000 15422.00| 34.00000 23834.00| 31.52000 22095.52 PIPE, SANITARY SEWER, 8 IN. , 14-16 FT. | | | DEEP | | | 0086 715-05408 545.000 LFT | 23.00000 12535.00| 37.00000 20165.00| 38.53000 20998.85 PIPE, SANITARY SEWER, 8 IN. , 16-18 FT. | | | DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 715-05408 179.000 LFT | 24.00000 4296.00| 41.00000 7339.00| 39.36000 7045.44 PIPE, SANITARY SEWER, 8 IN. , 18-20 FT. | | | DEEP | | | 0088 715-05408 226.000 LFT | 25.00000 5650.00| 51.00000 11526.00| 39.74000 8981.24 PIPE, SANITARY SEWER, 8 IN. , 20-22 FT. | | | DEEP | | | 0089 715-05409 505.000 LFT | 23.00000 11615.00| 36.00000 18180.00| 33.62000 16978.10 PIPE, SANITARY SEWER, 10 IN. , 14-16 FT.| | | DEEP | | | 0090 715-05409 514.000 LFT | 25.00000 12850.00| 39.00000 20046.00| 37.08000 19059.12 PIPE, SANITARY SEWER, 10 IN. , 16-18 FT.| | | DEEP | | | 0091 715-05409 234.000 LFT | 27.00000 6318.00| 43.00000 10062.00| 38.94000 9111.96 PIPE, SANITARY SEWER, 10 IN. , 18-20 FT.| | | DEEP | | | 0092 715-05409 797.000 LFT | 29.00000 23113.00| 53.00000 42241.00| 55.60000 44313.20 PIPE, SANITARY SEWER, 10 IN. , 20-22 FT.| | | DEEP | | | 0093 715-05411 231.000 LFT | 27.00000 6237.00| 37.00000 8547.00| 36.24000 8371.44 PIPE, SANITARY SEWER, 12 IN. , 12-14 FT.| | | DEEP | | | 0094 715-05411 671.000 LFT | 28.00000 18788.00| 38.00000 25498.00| 37.91000 25437.61 PIPE, SANITARY SEWER, 12 IN. , 14-16 FT.| | | DEEP | | | 0095 715-05411 394.000 LFT | 30.00000 11820.00| 41.00000 16154.00| 39.22000 15452.68 PIPE, SANITARY SEWER, 12 IN. , 16-18 FT.| | | DEEP | | | 0096 715-05411 1190.000 LFT | 32.00000 38080.00| 45.00000 53550.00| 45.32000 53930.80 PIPE, SANITARY SEWER, 12 IN. , 18-20 FT.| | | DEEP | | | 0097 715-06377 620.000 LFT | 14.00000 8680.00| 41.00000 25420.00| 30.56000 18947.20 SERVICE LATERAL | | | 0098 715-06379 13.000 EACH| 270.00000 3510.00| 250.00000 3250.00| 556.29000 7231.77 SEWER SERVICE CLEANOUTS | | | 0099 715-06381 2227.000 LFT | 11.00000 24497.00| 13.00000 28951.00| 26.72000 59505.44 SEWER, ABANDON , LESS THAN 10 FT. DEEP | | | 0100 715-06381 2337.000 LFT | 11.00000 25707.00| 15.00000 35055.00| 8.44000 19724.28 SEWER, ABANDON , OVER 10 FT. DEEP | | | 0101 715-44240 3.900 CYS | 550.00000 2145.00| 190.00000 741.00| 347.04000 1353.46 CONCRETE, A, STRUCTURES | | | 0102 715-46000 3.000 EACH| 375.00000 1125.00| 385.00000 1155.00| 225.14000 675.42 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 715-46005 13.000 EACH| 425.00000 5525.00| 410.00000 5330.00| 246.83000 3208.79 PIPE END SECTION, 15 IN. | | | 0104 715-46010 2.000 EACH| 600.00000 1200.00| 440.00000 880.00| 273.46000 546.92 PIPE END SECTION, 18 IN. | | | 0105 715-46015 1.000 EACH| 640.00000 640.00| 460.00000 460.00| 285.29000 285.29 PIPE END SECTION, 21 IN. | | | 0106 715-46020 2.000 EACH| 750.00000 1500.00| 510.00000 1020.00| 348.40000 696.80 PIPE END SECTION, 24 IN. | | | 0107 718-06532 3280.000 LFT | 1.31000 4296.80| 1.00000 3280.00| 0.91000 2984.80 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 1667.000 CYS | 18.90000 31506.30| 31.50000 52510.50| 28.32000 47209.44 AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 23131.000 SYS | 0.70000 16191.70| 1.50000 34696.50| 1.31000 30301.61 GEOTEXTILES FOR UNDERDRAIN | | | 0110 720-03194 8.000 EACH| 750.00000 6000.00| 265.00000 2120.00| 635.18000 5081.44 MANHOLE , ABANDON, LESS THAN 10 FT. DEEP| | | 0111 720-03194 8.000 EACH| 800.00000 6400.00| 680.00000 5440.00| 483.42000 3867.36 MANHOLE , ABANDON, OVER 10 FT. DEEP | | | 0112 720-45030 10.000 EACH| 960.00000 9600.00| 1225.00000 12250.00| 607.08000 6070.80 INLET, E7 | | | 0113 720-45045 34.000 EACH| 990.00000 33660.00| 1500.00000 51000.00| 804.29000 27345.86 INLET, J10 | | | 0114 720-45055 4.000 EACH| 1012.00000 4048.00| 1700.00000 6800.00| 804.30000 3217.20 INLET, M10 | | | 0115 720-45080 1.000 EACH| 1590.00000 1590.00| 1555.00000 1555.00| 859.53000 859.53 INLET, S14 | | | 0116 720-45145 2.000 EACH| 1120.00000 2240.00| 1190.00000 2380.00| 804.29000 1608.58 INLET, J10, MODIFIED | | | 0117 720-45155 2.000 EACH| 1400.00000 2800.00| 1190.00000 2380.00| 804.29000 1608.58 INLET, M10, MODIFIED | | | 0118 720-45235 7.000 EACH| 1065.00000 7455.00| 1400.00000 9800.00| 682.02000 4774.14 CATCH BASIN, E7 | | | 0119 720-45250 40.000 EACH| 1065.00000 42600.00| 1650.00000 66000.00| 888.11000 35524.40 CATCH BASIN, K10 | | | 0120 720-45251 3.000 EACH| 1170.00000 3510.00| 1650.00000 4950.00| 837.82000 2513.46 CATCH BASIN, K10, MODIFIED | | | 0121 720-45410 38.000 EACH| 1340.00000 50920.00| 1350.00000 51300.00| 1141.08000 43361.04 MANHOLE, C4 | | | 0122 720-91352 1.000 EACH| 800.00000 800.00| 1500.00000 1500.00| 647.51000 647.51 CATCH BASIN, F7 | | | 0123 720-93409 1.000 EACH| 1275.00000 1275.00| 1650.00000 1650.00| 1150.41000 1150.41 INLET, B15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 720-93411 3.000 EACH| 1590.00000 4770.00| 1765.00000 5295.00| 1150.41000 3451.23 INLET, C15, MODIFIED | | | 0125 720-94612 2.000 EACH| 3820.00000 7640.00| 3000.00000 6000.00| 2964.18000 5928.36 MANHOLE, K4 | | | 0126 720-95422 15.000 EACH| 2350.00000 35250.00| 1885.00000 28275.00| 2400.14000 36002.10 MANHOLE, J4 | | | 0127 720-98174 10.000 EACH| 875.00000 8750.00| 1800.00000 18000.00| 1145.47000 11454.70 INLET, B15 | | | 0128 720-98555 1.000 EACH| 1090.00000 1090.00| 1800.00000 1800.00| 1150.41000 1150.41 INLET, C15 | | | 0129 720-99073 1.000 EACH| 800.00000 800.00| 1500.00000 1500.00| 1160.28000 1160.28 INLET, T14, MODIFIED | | | 0130 720-99417 12.000 EACH| 1100.00000 13200.00| 2200.00000 26400.00| 1230.27000 14763.24 CATCH BASIN, C15 | | | 0131 801-03290 2.000 EACH| 198.00000 396.00| 525.00000 1050.00| 505.75000 1011.50 CONSTRUCTION SIGN, C | | | 0132 801-04308 13.000 EACH| 166.00000 2158.00| 425.00000 5525.00| 404.60000 5259.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0133 801-06198 50.000 DAY | 478.94000 23947.00| 475.00000 23750.00| 455.18000 22759.00 PATROLLER | | | 0134 801-06203 34269.000 LFT | 0.10000 3426.90| 0.10000 3426.90| 0.10000 3426.90 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0135 801-06207 8384.000 LFT | 0.72000 6036.48| 0.95000 7964.80| 0.91000 7629.44 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0136 801-06605 27.000 EACH| 89.00000 2403.00| 110.00000 2970.00| 106.21000 2867.67 BARRICADE, IIIA | | | 0137 801-06606 4.000 EACH| 125.00000 500.00| 115.00000 460.00| 111.27000 445.08 BARRICADE, IIIB | | | 0138 801-06625 15.000 EACH| 50.00000 750.00| 95.00000 1425.00| 91.04000 1365.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0139 801-06640 17.000 EACH| 130.00000 2210.00| 95.00000 1615.00| 91.04000 1547.68 CONSTRUCTION SIGN, A | | | 0140 801-06645 7.000 EACH| 30.00000 210.00| 42.00000 294.00| 40.46000 283.22 CONSTRUCTION SIGN, B | | | 0141 801-06775 LUMP| 106000.00000 106000.00| 40000.00000 40000.00| 147121.91000 147121.91 MAINTAINING TRAFFIC | | | 0142 802-02293 12.560 CYS | 356.85000 4482.04| 365.00000 4584.40| 360.95000 4533.53 CONCRETE, SIGN FOUNDATION | | | 0143 802-02489 333.000 LFT | 9.14000 3043.62| 9.30000 3096.90| 9.25000 3080.25 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 802-02922 88.000 LFT | 9.48000 834.24| 10.00000 880.00| 9.59000 843.92 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0145 802-76025 180.750 SFT | 19.01000 3436.06| 19.50000 3524.63| 19.23000 3475.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0146 802-76035 254.860 SFT | 13.81000 3519.62| 14.00000 3568.04| 13.97000 3560.39 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0147 802-76045 25.500 SFT | 13.84000 352.92| 14.25000 363.38| 14.00000 357.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0148 803-02310 1800.000 LBS | 1.12000 2016.00| 1.15000 2070.00| 1.13000 2034.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0149 803-76125 2.000 EACH| 5712.30000 11424.60| 5800.00000 11600.00| 5777.99000 11555.98 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0150 805-01815 8.000 EACH| 1372.43000 10979.44| 1400.00000 11200.00| 1388.21000 11105.68 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0151 805-01842 28.000 EACH| 553.96000 15510.88| 575.00000 16100.00| 560.33000 15689.24 HANDHOLE, SIGNAL | | | 0152 805-02152 4.000 EACH| 460.36000 1841.44| 470.00000 1880.00| 465.66000 1862.64 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0153 805-02503 13020.000 LFT | 0.34000 4426.80| 0.35000 4557.00| 0.34000 4426.80 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0154 805-02658 822.000 LFT | 1.64000 1348.08| 1.70000 1397.40| 1.66000 1364.52 CABLE, COAXIAL | | | 0155 805-03708 1.000 EACH| 8049.31000 8049.31| 8200.00000 8200.00| 8141.88000 8141.88 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | AND 25 FT. ARM | | | 0156 805-03708 3.000 EACH| 8104.31000 24312.93| 8300.00000 24900.00| 8197.51000 24592.53 SIGNAL CANTILEVER STRUCTURE, 38 FT. ARM | | | AND 25 FT. ARM | | | 0157 805-04782 1.000 EACH| 29667.23000 29667.23| 30100.00000 30100.00| 30008.40000 30008.40 VIDEO VEHICLE DETECTOR SYSTEM | | | 0158 805-06592 10103.000 LFT | 9.37000 94665.11| 10.00000 101030.00| 9.48000 95776.44 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0159 805-78100 1.000 EACH| 12708.57000 12708.57| 13000.00000 13000.00| 12854.72000 12854.72 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 805-78109 2.000 EACH| 12708.57000 25417.14| 13000.00000 26000.00| 12854.72000 25709.44 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0161 805-78205 17.000 EACH| 596.61000 10142.37| 625.00000 10625.00| 603.47000 10258.99 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0162 805-78215 4.000 EACH| 596.61000 2386.44| 625.00000 2500.00| 603.47000 2413.88 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0163 805-78415 6.000 EACH| 1343.65000 8061.90| 1400.00000 8400.00| 1359.10000 8154.60 SPAN, CATENARY, AND TETHER | | | 0164 805-78420 8.000 EACH| 203.12000 1624.96| 207.00000 1656.00| 205.46000 1643.68 DISCONNECT HANGER | | | 0165 805-78445 5.000 EACH| 372.48000 1862.40| 380.00000 1900.00| 376.74000 1883.70 SIGNAL SERVICE | | | 0166 805-78465 30.000 LFT | 1.14000 34.20| 1.16000 34.80| 1.15000 34.50 SIGNAL CABLE, 2C 8GA. | | | 0167 805-78467 300.000 LFT | 1.27000 381.00| 1.30000 390.00| 1.28000 384.00 SIGNAL CABLE, 3C 8GA. | | | 0168 805-78480 983.000 LFT | 0.83000 815.89| 0.90000 884.70| 0.84000 825.72 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 2137.000 LFT | 0.88000 1880.56| 0.90000 1923.30| 0.89000 1901.93 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 801.000 LFT | 0.99000 792.99| 1.05000 841.05| 1.00000 801.00 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78500 701.000 LFT | 1.32000 925.32| 1.35000 946.35| 1.34000 939.34 SIGNAL CABLE, 11C 14GA. | | | 0172 805-78510 20934.000 LFT | 0.79000 16537.86| 0.82000 17165.88| 0.80000 16747.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0173 805-78785 30.000 EACH| 416.46000 12493.80| 425.00000 12750.00| 421.25000 12637.50 SIGNAL DETECTOR HOUSING | | | 0174 805-78795 4420.000 LFT | 6.64000 29348.80| 6.75000 29835.00| 6.72000 29702.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0175 805-78900 1.000 EACH| 481.98000 481.98| 490.00000 490.00| 487.52000 487.52 PEDESTAL FOUNDATION, A | | | 0176 805-78925 3.000 EACH| 589.95000 1769.85| 600.00000 1800.00| 596.73000 1790.19 CONTROLLER CABINET FOUNDATION, P1 | | | 0177 805-81060 8.000 EACH| 2792.46000 22339.68| 2850.00000 22800.00| 2824.57000 22596.56 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0178 805-92504 34.000 EACH| 275.87000 9379.58| 280.00000 9520.00| 279.04000 9487.36 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 805-94971 5652.000 LFT | 2.62000 14808.24| 2.70000 15260.40| 2.65000 14977.80 FIBER OPTICS CABLE | | | 0180 805-95064 1.000 EACH| 561.48000 561.48| 570.00000 570.00| 567.94000 567.94 PEDESTAL AND BASE, 10 FT. | | | 0181 805-96121 4.000 EACH| 144.74000 578.96| 148.00000 592.00| 146.41000 585.64 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0182 805-97042 2.000 EACH| 427.46000 854.92| 435.00000 870.00| 432.38000 864.76 SIGNAL, POLE, WOOD, 5, 35 FT. | | | 0183 806-53072 LUMP| 1862.30000 1862.30| 1900.00000 1900.00| 1883.72000 1883.72 TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | 56TH ST. | | | 0184 806-53072 LUMP| 1862.30000 1862.30| 1900.00000 1900.00| 1883.72000 1883.72 TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | MITTHOEFFER RD. | | | 0185 806-53072 LUMP| 1862.30000 1862.30| 1900.00000 1900.00| 1884.05000 1884.05 TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | TEMPORARY RD. | | | 0186 807-04443 758.000 LFT | 7.65000 5798.70| 6.10000 4623.80| 16.25000 12317.50 CONDUIT FOR IRRIGATION, 6 IN. | | | 0188 808-01045 44.000 LFT | 0.50000 22.00| 0.35000 15.40| 0.30000 13.20 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0189 808-06701 2530.000 LFT | 0.28000 708.40| 0.35000 885.50| 0.30000 759.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0190 808-06703 8858.000 LFT | 0.28000 2480.24| 0.30000 2657.40| 0.28000 2480.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0191 808-06705 553.000 LFT | 0.70000 387.10| 0.58000 320.74| 0.57000 315.21 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0192 808-06716 5000.000 LFT | 0.44000 2200.00| 0.50000 2500.00| 0.40000 2000.00 LINE, REMOVE | | | 0193 808-75215 308.000 LFT | 1.56000 480.48| 0.85000 261.80| 0.85000 261.80 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0194 808-75240 415.000 LFT | 0.28000 116.20| 0.35000 145.25| 0.30000 124.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0195 808-75245 11774.000 LFT | 0.27000 3178.98| 0.30000 3532.20| 0.28000 3296.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75290 168.000 LFT | 3.15000 529.20| 3.25000 546.00| 2.98000 500.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1212938 |(3) 35-1917625 |E & B PAVING/GRADEX J/V |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 808-75297 452.000 LFT | 2.97000 1342.44| 3.25000 1469.00| 2.98000 1346.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0198 808-75300 1389.000 LFT | 0.77000 1069.53| 0.45000 625.05| 0.42000 583.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0199 808-75320 33.000 EACH| 51.00000 1683.00| 44.50000 1468.50| 40.46000 1335.18 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0200 808-75325 32.000 EACH| 63.00000 2016.00| 53.00000 1696.00| 52.60000 1683.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0201 808-92027 960.000 LFT | 0.77000 739.20| 0.60000 576.00| 0.57000 547.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0202 808-98796 64.000 LFT | 0.50000 32.00| 0.32000 20.48| 0.30000 19.20 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | SECTION TOTALS | $ 5,924,513.74| $ 6,246,839.06| $ 6,338,148.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,924,513.74| $ 6,246,839.06| $ 6,338,148.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES AND SIGNALS | | | 0001 105-01925 12.000 MOS | 2000.00000 24000.00| 1225.00000 14700.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 155500.00000 155500.00| 169700.00000 169700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 318000.00000 318000.00| 305000.00000 305000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 127200.00000 127200.00| 121615.00000 121615.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 5.000 EACH| 600.00000 3000.00| 387.00000 1935.00| TESTING FOR ASBESTOS | | | 0006 202-02240 8750.000 SYS | 10.00000 87500.00| 7.30000 63875.00| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 4500.00000 4500.00| 4720.00000 4720.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 28 | | | 0008 202-03000 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 29 | | | 0009 202-03000 LUMP| 9500.00000 9500.00| 21380.00000 21380.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 30 | | | 0010 202-03000 LUMP| 12500.00000 12500.00| 482.00000 482.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 32 | | | 0011 202-60820 2538.000 SYS | 1.40000 3553.20| 2.90000 7360.20| SURFACE MILLING, ASPHALT | | | 0012 203-02000 49555.000 CYS | 11.50000 569882.50| 8.00000 396440.00| EXCAVATION, COMMON | | | 0013 203-95673 19486.000 CYS | 17.60000 342953.60| 17.00000 331262.00| BACKFILL, GRANULAR | | | 0014 205-02224 320.000 LFT | 2.02000 646.40| 2.25000 720.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 168.000 LFT | 3.12000 524.16| 3.45000 579.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02232 290.000 CYS | 38.00000 11020.00| 5.50000 1595.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02234 10.000 EACH| 55.00000 550.00| 61.00000 610.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 18.000 EACH| 55.00000 990.00| 61.00000 1098.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 143.000 EACH| 25.00000 3575.00| 28.00000 4004.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 3913.000 CYS | 21.50000 84129.50| 17.00000 66521.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 215-06458 24981.000 CYS | 7.65000 191104.65| 8.00000 199848.00| SUBGRADE, MODIFIED | | | 0022 303-52308 4918.000 TON | 16.50000 81147.00| 18.50000 90983.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 401-05437 29565.000 TON | 28.00000 827820.00| 32.00000 946080.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 9471.000 TON | 31.00000 293601.00| 34.00000 322014.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 5143.000 TON | 46.00000 236578.00| 46.00000 236578.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-06264 LUMP| 3300.00000 3300.00| 7400.00000 7400.00| PROFILOGRAPH, HMA | | | 0027 402-05468 1124.000 TON | 30.00000 33720.00| 30.00000 33720.00| HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05470 12360.000 TON | 28.10000 347316.00| 27.00000 333720.00| HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05475 1428.000 TON | 31.50000 44982.00| 28.00000 39984.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0030 402-05481 164.000 TON | 38.00000 6232.00| 36.00000 5904.00| HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05495 600.000 TON | 31.00000 18600.00| 32.00000 19200.00| HMA WEDGE AND LEVEL | | | 0032 405-05517 9.500 TON | 340.00000 3230.00| 510.00000 4845.00| ASPHALT FOR PRIME COAT | | | 0033 406-05520 64.500 TON | 160.00000 10320.00| 180.00000 11610.00| ASPHALT FOR TACK COAT | | | 0034 603-03398 1000.000 LFT | 16.00000 16000.00| 17.00000 17000.00| FENCE, RELOCATE | | | 0035 603-06045 45.000 LFT | 32.00000 1440.00| 34.00000 1530.00| FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 604-06069 284.000 SYS | 55.00000 15620.00| 37.00000 10508.00| CURB RAMP, CONCRETE | | | 0037 604-91531 4279.000 SYS | 24.50000 104835.50| 21.00000 89859.00| SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06125 6279.000 LFT | 8.25000 51801.75| 8.60000 53999.40| CURB, CONCRETE, MODIFIED | | | 0039 605-06150 10264.000 LFT | 10.50000 107772.00| 10.00000 102640.00| CURB AND GUTTER, C, CONCRETE | | | 0040 605-06230 1210.000 LFT | 37.50000 45375.00| 39.00000 47190.00| CENTER CURB, C, CONCRETE, MODIFIED | | | 0041 605-06235 942.000 LFT | 33.00000 31086.00| 38.00000 35796.00| CENTER CURB, D, CONCRETE, MODIFIED | | | 0042 605-52807 10032.000 LFT | 10.50000 105336.00| 10.00000 100320.00| CURB AND GUTTER, COMBINED | | | 0043 610-05527 1172.000 TON | 59.00000 69148.00| 50.00000 58600.00| HMA FOR APPROACHES | | | 0044 611-05330 4863.000 SYS | 34.00000 165342.00| 29.00000 141027.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 13.000 EACH| 115.00000 1495.00| 120.00000 1560.00| MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 7.000 EACH| 155.00000 1085.00| 160.00000 1120.00| MAILBOX ASSEMBLY, DOUBLE | | | 0047 615-06490 121.000 EACH| 105.00000 12705.00| 110.00000 13310.00| RIGHT OF WAY MARKER | | | 0048 615-06505 23.000 EACH| 435.00000 10005.00| 460.00000 10580.00| MONUMENT, B | | | 0049 615-06510 9.000 EACH| 335.00000 3015.00| 350.00000 3150.00| MONUMENT, C | | | 0050 615-06527 1.000 EACH| 335.00000 335.00| 350.00000 350.00| MONUMENT, SECTION CORNER | | | 0051 616-02320 125.000 SYS | 2.00000 250.00| 1.55000 193.75| GEOTEXTILES | | | 0052 616-06405 101.000 TON | 25.00000 2525.00| 33.00000 3333.00| RIPRAP, REVETMENT | | | 0053 621-01004 3.000 EACH| 650.00000 1950.00| 720.00000 2160.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-02363 18724.000 SYS | 0.25000 4681.00| 0.30000 5617.20| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0055 621-06545 3.000 TON | 686.00000 2058.00| 760.00000 2280.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06553 1315.000 LBS | 3.14000 4129.10| 3.50000 4602.50| SEED MIXTURE, R | | | 0057 621-06565 15.500 TON | 398.00000 6169.00| 440.00000 6820.00| MULCHING MATERIAL | | | 0058 621-06567 47.500 MG | 2.00000 95.00| 2.00000 95.00| WATER | | | 0059 621-06575 11877.000 SYS | 2.66000 31592.82| 3.00000 35631.00| SODDING, NURSERY | | | 0060 715-03025 1.000 EACH| 1950.00000 1950.00| 1323.00000 1323.00| SANITARY MANHOLE , 0-8 FT. DEEP | | | 0061 715-03025 2.000 EACH| 2450.00000 4900.00| 1528.00000 3056.00| SANITARY MANHOLE , 10-12 FT. DEEP | | | 0062 715-03025 6.000 EACH| 2850.00000 17100.00| 1700.00000 10200.00| SANITARY MANHOLE , 12-14 FT. DEEP | | | 0063 715-03025 10.000 EACH| 3000.00000 30000.00| 1827.00000 18270.00| SANITARY MANHOLE , 14-16 FT. DEEP | | | 0064 715-03025 10.000 EACH| 3150.00000 31500.00| 2410.00000 24100.00| SANITARY MANHOLE , 16-18 FT. DEEP | | | 0065 715-03025 10.000 EACH| 3650.00000 36500.00| 2790.00000 27900.00| SANITARY MANHOLE , 18-20 FT. DEEP | | | 0066 715-03025 5.000 EACH| 3750.00000 18750.00| 3110.00000 15550.00| SANITARY MANHOLE , 20-22 FT. DEEP | | | 0067 715-04509 34.000 LFT | 37.00000 1258.00| 20.00000 680.00| TEMPORARY PIPE 15 IN. | | | 0068 715-04612 4.000 LFT | 240.00000 960.00| 113.00000 452.00| PIPE EXTENSION, ALUM. COATED, TYPE 2, | | | CSP W/BPI, 0.109, MIN. AREA 6.5 SFT. | | | 0069 715-04857 1.000 EACH| 1250.00000 1250.00| 1130.00000 1130.00| SAFETY METAL END SECTION, 4:1, 42 IN. X | | | 29 IN. | | | 0070 715-05024 549.000 LFT | 33.50000 18391.50| 40.00000 21960.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0071 715-05048 21311.000 LFT | 2.25000 47949.75| 2.60000 55408.60| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0072 715-05053 410.000 LFT | 17.00000 6970.00| 8.00000 3280.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-05119 70.000 LFT | 26.00000 1820.00| 16.50000 1155.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0074 715-05149 5353.000 LFT | 16.50000 88324.50| 16.00000 85648.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0075 715-05151 1464.000 LFT | 17.00000 24888.00| 21.00000 30744.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05152 965.000 LFT | 20.50000 19782.50| 23.50000 22677.50| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0077 715-05153 1682.000 LFT | 21.75000 36583.50| 26.00000 43732.00| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0078 715-05154 1097.000 LFT | 29.00000 31813.00| 29.00000 31813.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05156 1167.000 LFT | 31.00000 36177.00| 38.00000 44346.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0080 715-05159 144.000 LFT | 46.00000 6624.00| 64.00000 9216.00| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0081 715-05169 128.000 LFT | 24.00000 3072.00| 21.00000 2688.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05171 26.000 LFT | 42.00000 1092.00| 37.00000 962.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0083 715-05408 523.000 LFT | 21.00000 10983.00| 31.00000 16213.00| PIPE, SANITARY SEWER, 8 IN. , 10-12 FT. | | | DEEP | | | 0084 715-05408 661.000 LFT | 25.50000 16855.50| 34.50000 22804.50| PIPE, SANITARY SEWER, 8 IN. , 12-14 FT. | | | DEEP | | | 0085 715-05408 701.000 LFT | 28.00000 19628.00| 38.50000 26988.50| PIPE, SANITARY SEWER, 8 IN. , 14-16 FT. | | | DEEP | | | 0086 715-05408 545.000 LFT | 29.00000 15805.00| 43.50000 23707.50| PIPE, SANITARY SEWER, 8 IN. , 16-18 FT. | | | DEEP | | | 0087 715-05408 179.000 LFT | 34.00000 6086.00| 50.00000 8950.00| PIPE, SANITARY SEWER, 8 IN. , 18-20 FT. | | | DEEP | | | 0088 715-05408 226.000 LFT | 39.00000 8814.00| 73.00000 16498.00| PIPE, SANITARY SEWER, 8 IN. , 20-22 FT. | | | DEEP | | | 0089 715-05409 505.000 LFT | 29.00000 14645.00| 45.00000 22725.00| PIPE, SANITARY SEWER, 10 IN. , 14-16 FT.| | | DEEP | | | 0090 715-05409 514.000 LFT | 32.50000 16705.00| 51.00000 26214.00| PIPE, SANITARY SEWER, 10 IN. , 16-18 FT.| | | DEEP | | | 0091 715-05409 234.000 LFT | 36.50000 8541.00| 75.00000 17550.00| PIPE, SANITARY SEWER, 10 IN. , 18-20 FT.| | | DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 715-05409 797.000 LFT | 36.75000 29289.75| 98.00000 78106.00| PIPE, SANITARY SEWER, 10 IN. , 20-22 FT.| | | DEEP | | | 0093 715-05411 231.000 LFT | 31.75000 7334.25| 48.00000 11088.00| PIPE, SANITARY SEWER, 12 IN. , 12-14 FT.| | | DEEP | | | 0094 715-05411 671.000 LFT | 32.00000 21472.00| 53.00000 35563.00| PIPE, SANITARY SEWER, 12 IN. , 14-16 FT.| | | DEEP | | | 0095 715-05411 394.000 LFT | 33.60000 13238.40| 66.00000 26004.00| PIPE, SANITARY SEWER, 12 IN. , 16-18 FT.| | | DEEP | | | 0096 715-05411 1190.000 LFT | 35.50000 42245.00| 81.00000 96390.00| PIPE, SANITARY SEWER, 12 IN. , 18-20 FT.| | | DEEP | | | 0097 715-06377 620.000 LFT | 35.00000 21700.00| 22.00000 13640.00| SERVICE LATERAL | | | 0098 715-06379 13.000 EACH| 700.00000 9100.00| 290.00000 3770.00| SEWER SERVICE CLEANOUTS | | | 0099 715-06381 2227.000 LFT | 8.00000 17816.00| 27.00000 60129.00| SEWER, ABANDON , LESS THAN 10 FT. DEEP | | | 0100 715-06381 2337.000 LFT | 8.00000 18696.00| 3.00000 7011.00| SEWER, ABANDON , OVER 10 FT. DEEP | | | 0101 715-44240 3.900 CYS | 500.00000 1950.00| 700.00000 2730.00| CONCRETE, A, STRUCTURES | | | 0102 715-46000 3.000 EACH| 425.00000 1275.00| 470.00000 1410.00| PIPE END SECTION, 12 IN. | | | 0103 715-46005 13.000 EACH| 450.00000 5850.00| 490.00000 6370.00| PIPE END SECTION, 15 IN. | | | 0104 715-46010 2.000 EACH| 475.00000 950.00| 650.00000 1300.00| PIPE END SECTION, 18 IN. | | | 0105 715-46015 1.000 EACH| 525.00000 525.00| 675.00000 675.00| PIPE END SECTION, 21 IN. | | | 0106 715-46020 2.000 EACH| 525.00000 1050.00| 720.00000 1440.00| PIPE END SECTION, 24 IN. | | | 0107 718-06532 3280.000 LFT | 1.20000 3936.00| 1.00000 3280.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 1667.000 CYS | 26.00000 43342.00| 21.00000 35007.00| AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 23131.000 SYS | 1.00000 23131.00| 1.35000 31226.85| GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 720-03194 8.000 EACH| 750.00000 6000.00| 490.00000 3920.00| MANHOLE , ABANDON, LESS THAN 10 FT. DEEP| | | 0111 720-03194 8.000 EACH| 850.00000 6800.00| 540.00000 4320.00| MANHOLE , ABANDON, OVER 10 FT. DEEP | | | 0112 720-45030 10.000 EACH| 900.00000 9000.00| 800.00000 8000.00| INLET, E7 | | | 0113 720-45045 34.000 EACH| 1065.00000 36210.00| 1332.00000 45288.00| INLET, J10 | | | 0114 720-45055 4.000 EACH| 1020.00000 4080.00| 1332.00000 5328.00| INLET, M10 | | | 0115 720-45080 1.000 EACH| 1065.00000 1065.00| 1050.00000 1050.00| INLET, S14 | | | 0116 720-45145 2.000 EACH| 1020.00000 2040.00| 1500.00000 3000.00| INLET, J10, MODIFIED | | | 0117 720-45155 2.000 EACH| 1020.00000 2040.00| 1332.00000 2664.00| INLET, M10, MODIFIED | | | 0118 720-45235 7.000 EACH| 900.00000 6300.00| 850.00000 5950.00| CATCH BASIN, E7 | | | 0119 720-45250 40.000 EACH| 1075.00000 43000.00| 1426.00000 57040.00| CATCH BASIN, K10 | | | 0120 720-45251 3.000 EACH| 1075.00000 3225.00| 1426.00000 4278.00| CATCH BASIN, K10, MODIFIED | | | 0121 720-45410 38.000 EACH| 1300.00000 49400.00| 1175.00000 44650.00| MANHOLE, C4 | | | 0122 720-91352 1.000 EACH| 850.00000 850.00| 800.00000 800.00| CATCH BASIN, F7 | | | 0123 720-93409 1.000 EACH| 1350.00000 1350.00| 1963.00000 1963.00| INLET, B15, MODIFIED | | | 0124 720-93411 3.000 EACH| 1350.00000 4050.00| 1400.00000 4200.00| INLET, C15, MODIFIED | | | 0125 720-94612 2.000 EACH| 2800.00000 5600.00| 2900.00000 5800.00| MANHOLE, K4 | | | 0126 720-95422 15.000 EACH| 2000.00000 30000.00| 1890.00000 28350.00| MANHOLE, J4 | | | 0127 720-98174 10.000 EACH| 1350.00000 13500.00| 1860.00000 18600.00| INLET, B15 | | | 0128 720-98555 1.000 EACH| 1350.00000 1350.00| 1860.00000 1860.00| INLET, C15 | | | 0129 720-99073 1.000 EACH| 1065.00000 1065.00| 1340.00000 1340.00| INLET, T14, MODIFIED | | | 0130 720-99417 12.000 EACH| 1450.00000 17400.00| 1953.00000 23436.00| CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 801-03290 2.000 EACH| 198.00000 396.00| 210.00000 420.00| CONSTRUCTION SIGN, C | | | 0132 801-04308 13.000 EACH| 166.00000 2158.00| 170.00000 2210.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0133 801-06198 50.000 DAY | 588.00000 29400.00| 465.00000 23250.00| PATROLLER | | | 0134 801-06203 34269.000 LFT | 0.10000 3426.90| 0.11000 3769.59| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0135 801-06207 8384.000 LFT | 0.72000 6036.48| 0.76000 6371.84| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0136 801-06605 27.000 EACH| 89.00000 2403.00| 93.00000 2511.00| BARRICADE, IIIA | | | 0137 801-06606 4.000 EACH| 125.00000 500.00| 130.00000 520.00| BARRICADE, IIIB | | | 0138 801-06625 15.000 EACH| 50.00000 750.00| 53.00000 795.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0139 801-06640 17.000 EACH| 130.00000 2210.00| 140.00000 2380.00| CONSTRUCTION SIGN, A | | | 0140 801-06645 7.000 EACH| 30.00000 210.00| 32.00000 224.00| CONSTRUCTION SIGN, B | | | 0141 801-06775 LUMP| 105000.00000 105000.00| 130000.00000 130000.00| MAINTAINING TRAFFIC | | | 0142 802-02293 12.560 CYS | 356.85000 4482.04| 380.00000 4772.80| CONCRETE, SIGN FOUNDATION | | | 0143 802-02489 333.000 LFT | 9.14000 3043.62| 9.60000 3196.80| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0144 802-02922 88.000 LFT | 9.48000 834.24| 10.00000 880.00| SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0145 802-76025 180.750 SFT | 19.01000 3436.06| 20.00000 3615.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0146 802-76035 254.860 SFT | 13.81000 3519.62| 15.00000 3822.90| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0147 802-76045 25.500 SFT | 13.84000 352.92| 15.00000 382.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0148 803-02310 1800.000 LBS | 1.12000 2016.00| 1.20000 2160.00| REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 803-76125 2.000 EACH| 5712.30000 11424.60| 6000.00000 12000.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0150 805-01815 8.000 EACH| 1372.43000 10979.44| 1500.00000 12000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0151 805-01842 28.000 EACH| 553.96000 15510.88| 580.00000 16240.00| HANDHOLE, SIGNAL | | | 0152 805-02152 4.000 EACH| 460.36000 1841.44| 480.00000 1920.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0153 805-02503 13020.000 LFT | 0.34000 4426.80| 0.36000 4687.20| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0154 805-02658 822.000 LFT | 1.64000 1348.08| 1.70000 1397.40| CABLE, COAXIAL | | | 0155 805-03708 1.000 EACH| 8049.31000 8049.31| 8400.00000 8400.00| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | AND 25 FT. ARM | | | 0156 805-03708 3.000 EACH| 9104.31000 27312.93| 8500.00000 25500.00| SIGNAL CANTILEVER STRUCTURE, 38 FT. ARM | | | AND 25 FT. ARM | | | 0157 805-04782 1.000 EACH| 29667.23000 29667.23| 32000.00000 32000.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0158 805-06592 10103.000 LFT | 9.37000 94665.11| 9.90000 100019.70| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0159 805-78100 1.000 EACH| 12708.57000 12708.57| 14000.00000 14000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0160 805-78109 2.000 EACH| 12708.57000 25417.14| 14000.00000 28000.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0161 805-78205 17.000 EACH| 596.61000 10142.37| 630.00000 10710.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0162 805-78215 4.000 EACH| 596.61000 2386.44| 630.00000 2520.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0163 805-78415 6.000 EACH| 1343.65000 8061.90| 1400.00000 8400.00| SPAN, CATENARY, AND TETHER | | | 0164 805-78420 8.000 EACH| 203.12000 1624.96| 210.00000 1680.00| DISCONNECT HANGER | | | 0165 805-78445 5.000 EACH| 372.46000 1862.30| 390.00000 1950.00| SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 805-78465 30.000 LFT | 1.14000 34.20| 1.20000 36.00| SIGNAL CABLE, 2C 8GA. | | | 0167 805-78467 300.000 LFT | 1.27000 381.00| 1.40000 420.00| SIGNAL CABLE, 3C 8GA. | | | 0168 805-78480 983.000 LFT | 0.83000 815.89| 0.87000 855.21| SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 2137.000 LFT | 0.88000 1880.56| 0.92000 1966.04| SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 801.000 LFT | 0.99000 792.99| 1.00000 801.00| SIGNAL CABLE, 7C 14GA. | | | 0171 805-78500 701.000 LFT | 1.32000 925.32| 1.40000 981.40| SIGNAL CABLE, 11C 14GA. | | | 0172 805-78510 20934.000 LFT | 0.79000 16537.86| 0.83000 17375.22| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0173 805-78785 30.000 EACH| 416.46000 12493.80| 440.00000 13200.00| SIGNAL DETECTOR HOUSING | | | 0174 805-78795 4420.000 LFT | 6.64000 29348.80| 6.90000 30498.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0175 805-78900 1.000 EACH| 481.98000 481.98| 500.00000 500.00| PEDESTAL FOUNDATION, A | | | 0176 805-78925 3.000 EACH| 589.95000 1769.85| 620.00000 1860.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0177 805-81060 8.000 EACH| 2792.46000 22339.68| 2900.00000 23200.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0178 805-92504 34.000 EACH| 275.87000 9379.58| 290.00000 9860.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0179 805-94971 5652.000 LFT | 2.62000 14808.24| 2.70000 15260.40| FIBER OPTICS CABLE | | | 0180 805-95064 1.000 EACH| 561.48000 561.48| 590.00000 590.00| PEDESTAL AND BASE, 10 FT. | | | 0181 805-96121 4.000 EACH| 144.74000 578.96| 150.00000 600.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0182 805-97042 2.000 EACH| 427.46000 854.92| 450.00000 900.00| SIGNAL, POLE, WOOD, 5, 35 FT. | | | 0183 806-53072 LUMP| 1862.30000 1862.30| 2000.00000 2000.00| TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | 56TH ST. | | | 0184 806-53072 LUMP| 1862.30000 1862.30| 2000.00000 2000.00| TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | MITTHOEFFER RD. | | | 0185 806-53072 LUMP| 1862.30000 1862.30| 2000.00000 2000.00| TEMPORARY TRAFFIC SIGNAL FOR SR 67 AT | | | TEMPORARY RD. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 807-04443 758.000 LFT | 8.66000 6564.28| 12.00000 9096.00| CONDUIT FOR IRRIGATION, 6 IN. | | | 0188 808-01045 44.000 LFT | 0.50000 22.00| 0.53000 23.32| LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0189 808-06701 2530.000 LFT | 0.28000 708.40| 0.29000 733.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0190 808-06703 8858.000 LFT | 0.28000 2480.24| 0.29000 2568.82| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0191 808-06705 553.000 LFT | 0.70000 387.10| 0.74000 409.22| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0192 808-06716 5000.000 LFT | 0.44000 2200.00| 0.46000 2300.00| LINE, REMOVE | | | 0193 808-75215 308.000 LFT | 1.56000 480.48| 1.60000 492.80| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0194 808-75240 415.000 LFT | 0.28000 116.20| 0.29000 120.35| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0195 808-75245 11774.000 LFT | 0.27000 3178.98| 0.28000 3296.72| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75290 168.000 LFT | 3.15000 529.20| 3.30000 554.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0197 808-75297 452.000 LFT | 2.97000 1342.44| 3.10000 1401.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0198 808-75300 1389.000 LFT | 0.77000 1069.53| 0.81000 1125.09| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0199 808-75320 33.000 EACH| 51.00000 1683.00| 54.00000 1782.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0200 808-75325 32.000 EACH| 63.00000 2016.00| 66.00000 2112.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0201 808-92027 960.000 LFT | 0.77000 739.20| 0.81000 777.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 211 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,227,177.35 ROUTE : 56th ST CALL ORDER : 211 CONTRACT ID : R -24417-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 99-9996014 | |HUNT PAVING COMPANY, INC. |RIETH RILEY/POINDEXTER J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 808-98796 64.000 LFT | 0.50000 32.00| 0.53000 33.92| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | SECTION TOTALS | $ 6,342,990.27| $ 6,484,109.24| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,342,990.27| $ 6,484,109.24| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5460006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 222,766.24 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 225,697.19 101.3157% 3 35-1315965 FOX CONTRACTORS $ 230,515.10 103.4784% 4 35-1954982 T C INCORPORATED $ 233,211.90 104.6890% 5 35-1801998 CLR, INC. $ 254,264.30 114.1395% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 254,581.48 114.2818% 7 35-1817574 YARDBERRY LANDSCAPE $ 254,587.56 114.2846% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 289,008.91 129.7364% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1673827 |(3) 35-1315965 |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 7.000 MOS | 800.00000 5600.00| 1002.75000 7019.25| 1165.00000 8155.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4978.50000 4978.50| 9147.50000 9147.50| 5720.00000 5720.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10900.00000 10900.00| 15251.67000 15251.67| 9315.00000 9315.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4300.00000 4300.00| 3326.00000 3326.00| 5335.00000 5335.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 14120.19000 14120.19| 8241.80000 8241.80| 11735.00000 11735.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 198.000 m2 | 11.67000 2310.66| 11.61000 2298.78| 12.05000 2385.90 SURFACE MILLING, ASPHALT | | | 0007 203-02000 195.000 m3 | 74.08000 14445.60| 14.17000 2763.15| 60.10000 11719.50 EXCAVATION, COMMON | | | 0008 203-02010 75.000 m3 | 51.94000 3895.50| 53.34000 4000.50| 115.00000 8625.00 EXCAVATION, ROCK | | | 0009 211-02060 111.530 m3 | 42.83000 4776.83| 51.42000 5734.87| 37.00000 4126.61 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 407.000 Mg | 22.13000 9006.91| 20.66000 8408.62| 15.10000 6145.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05468 140.000 Mg | 74.43000 10420.20| 80.37000 11251.80| 84.24000 11793.60 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 82.000 Mg | 64.37000 5278.34| 67.20000 5510.40| 74.88000 6140.16 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1673827 |(3) 35-1315965 |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05477 64.000 Mg | 70.40000 4505.60| 76.42000 4890.88| 80.10000 5126.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 35.000 Mg | 97.56000 3414.60| 101.85000 3564.75| 110.24000 3858.40 HMA BASE 25.0 mm, SHOULDER | | | 0015 405-05518 485.000 m2 | 1.21000 586.85| 1.26000 611.10| 1.25000 606.25 ASPHALT FOR PRIME COAT | | | 0016 406-05521 1757.000 m2 | 0.10000 175.70| 0.11000 193.27| 0.11000 193.27 ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 1775.16000 3550.32| 1853.25000 3706.50| 2080.00000 4160.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06037 2.000 EACH| 704.03000 1408.06| 735.00000 1470.00| 1040.00000 2080.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 38.100 m | 80.46000 3065.53| 84.00000 3200.40| 118.00000 4495.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-05527 132.000 Mg | 66.38000 8762.16| 79.59000 10505.88| 79.04000 10433.28 HMA FOR APPROACHES | | | 0021 615-06490 14.000 EACH| 133.77000 1872.78| 139.65000 1955.10| 208.00000 2912.00 RIGHT OF WAY MARKER | | | 0022 616-02320 538.000 m2 | 4.20000 2259.60| 1.74000 936.12| 3.32000 1786.16 GEOTEXTILES | | | 0023 616-06405 190.000 Mg | 24.12000 4582.80| 21.02000 3993.80| 27.68000 5259.20 RIPRAP, REVETMENT | | | 0024 616-06451 117.500 Mg | 25.07000 2945.73| 22.58000 2653.15| 29.58000 3475.65 RIPRAP, UNIFORM | | | 0025 621-06575 429.500 m2 | 3.92000 1683.64| 4.10000 1760.95| 7.99000 3431.71 SODDING, NURSERY | | | 0026 622-52436 3.000 EACH| 20.12000 60.36| 26.25000 78.75| 26.00000 78.00 SIGN, DO NOT MOW OR SPRAY | | | 0027 622-91786 21.000 EACH| 13.88000 291.48| 14.49000 304.29| 14.35000 301.35 SEEDLING | | | 0028 714-03437 29.409 m2 | 600.00000 17645.40| 663.73000 19519.64| 420.00000 12351.78 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0029 714-06659 13.725 m | 3645.90000 50039.98| 4911.95000 67416.51| 4735.00000 64987.88 CULVERT, PRECAST 3 SIDED, RC, 5500 mm X | | | 1830 mm | | | 0030 715-05169 34.000 m | 83.31000 2832.54| 58.37000 1984.58| 83.25000 2830.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0031 715-46005 1.000 EACH| 263.60000 263.60| 156.80000 156.80| 690.00000 690.00 PIPE END SECTION, 375 mm | | | 0032 720-45030 1.000 EACH| 922.93000 922.93| 1024.50000 1024.50| 1261.00000 1261.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1673827 |(3) 35-1315965 |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-04308 10.000 EACH| 145.83000 1458.30| 105.00000 1050.00| 151.00000 1510.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06606 14.000 EACH| 57.33000 802.62| 84.00000 1176.00| 60.00000 840.00 BARRICADE, IIIB | | | 0035 801-06625 50.000 EACH| 65.37000 3268.50| 94.50000 4725.00| 67.00000 3350.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 15.000 EACH| 50.29000 754.35| 84.00000 1260.00| 52.00000 780.00 CONSTRUCTION SIGN, A | | | 0037 801-06645 4.000 EACH| 10.06000 40.24| 42.00000 168.00| 11.00000 44.00 CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 14000.00000 14000.00| 3126.00000 3126.00| 872.00000 872.00 MAINTAINING TRAFFIC | | | 0039 808-06713 328.000 m | 0.24000 78.72| 0.47000 154.16| 0.25000 82.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 6088.000 m | 0.24000 1461.12| 0.19000 1156.72| 0.25000 1522.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 222,766.24| $ 225,697.19| $ 230,515.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,766.24| $ 225,697.19| $ 230,515.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1954982 |(5) 35-1801998 |(6) 35-1381845 |T C INCORPORATED |CLR, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 7.000 MOS | 2440.00000 17080.00| 1900.00000 13300.00| 1500.00000 10500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6250.00000 6250.00| 6000.00000 6000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15942.00000 15942.00| 12700.00000 12700.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3310.00000 3310.00| 5000.00000 5000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 5290.00000 5290.00| 17500.00000 17500.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 198.000 m2 | 13.90000 2752.20| 13.00000 2574.00| 10.00000 1980.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 195.000 m3 | 4.85000 945.75| 38.81000 7567.95| 50.00000 9750.00 EXCAVATION, COMMON | | | 0008 203-02010 75.000 m3 | 79.10000 5932.50| 100.00000 7500.00| 150.00000 11250.00 EXCAVATION, ROCK | | | 0009 211-02060 111.530 m3 | 31.85000 3552.23| 50.00000 5576.50| 30.00000 3345.90 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 407.000 Mg | 22.50000 9157.50| 23.00000 9361.00| 30.00000 12210.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05468 140.000 Mg | 93.40000 13076.00| 82.00000 11480.00| 85.10000 11914.00 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 82.000 Mg | 80.80000 6625.60| 71.00000 5822.00| 73.60000 6035.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 64.000 Mg | 88.35000 5654.40| 78.00000 4992.00| 80.50000 5152.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 35.000 Mg | 122.50000 4287.50| 108.00000 3780.00| 111.55000 3904.25 HMA BASE 25.0 mm, SHOULDER | | | 0015 405-05518 485.000 m2 | 1.50000 727.50| 1.35000 654.75| 1.38000 669.30 ASPHALT FOR PRIME COAT | | | 0016 406-05521 1757.000 m2 | 0.15000 263.55| 0.10000 175.70| 0.12000 210.84 ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 2225.00000 4450.00| 1950.00000 3900.00| 2030.00000 4060.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06037 2.000 EACH| 880.00000 1760.00| 1100.00000 2200.00| 805.00000 1610.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 38.100 m | 101.00000 3848.10| 89.00000 3390.90| 155.00000 5905.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1954982 |(5) 35-1801998 |(6) 35-1381845 |T C INCORPORATED |CLR, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 132.000 Mg | 83.30000 10995.60| 68.00000 8976.00| 75.90000 10018.80 HMA FOR APPROACHES | | | 0021 615-06490 14.000 EACH| 167.90000 2350.60| 133.00000 1862.00| 153.00000 2142.00 RIGHT OF WAY MARKER | | | 0022 616-02320 538.000 m2 | 4.85000 2609.30| 3.70000 1990.60| 3.60000 1936.80 GEOTEXTILES | | | 0023 616-06405 190.000 Mg | 37.35000 7096.50| 20.50000 3895.00| 20.00000 3800.00 RIPRAP, REVETMENT | | | 0024 616-06451 117.500 Mg | 37.35000 4388.63| 21.50000 2526.25| 25.00000 2937.50 RIPRAP, UNIFORM | | | 0025 621-06575 429.500 m2 | 4.95000 2126.03| 9.00000 3865.50| 4.50000 1932.75 SODDING, NURSERY | | | 0026 622-52436 3.000 EACH| 31.00000 93.00| 34.00000 102.00| 28.75000 86.25 SIGN, DO NOT MOW OR SPRAY | | | 0027 622-91786 21.000 EACH| 17.00000 357.00| 15.00000 315.00| 16.00000 336.00 SEEDLING | | | 0028 714-03437 29.409 m2 | 714.00000 20998.03| 565.00000 16616.09| 685.00000 20145.16 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0029 714-06659 13.725 m | 3803.00000 52196.18| 5075.00000 69654.38| 4410.00000 60527.25 CULVERT, PRECAST 3 SIDED, RC, 5500 mm X | | | 1830 mm | | | 0030 715-05169 34.000 m | 111.40000 3787.60| 95.00000 3230.00| 70.00000 2380.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0031 715-46005 1.000 EACH| 704.00000 704.00| 325.00000 325.00| 300.00000 300.00 PIPE END SECTION, 375 mm | | | 0032 720-45030 1.000 EACH| 1403.00000 1403.00| 1500.00000 1500.00| 1000.00000 1000.00 INLET, E7 | | | 0033 801-04308 10.000 EACH| 183.05000 1830.50| 145.00000 1450.00| 167.00000 1670.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06606 14.000 EACH| 71.95000 1007.30| 57.00000 798.00| 65.50000 917.00 BARRICADE, IIIB | | | 0035 801-06625 50.000 EACH| 82.05000 4102.50| 65.00000 3250.00| 75.00000 3750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 15.000 EACH| 63.15000 947.25| 56.00000 840.00| 57.50000 862.50 CONSTRUCTION SIGN, A | | | 0037 801-06645 4.000 EACH| 12.65000 50.60| 11.00000 44.00| 11.50000 46.00 CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 3338.65000 3338.65| 8000.00000 8000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0039 808-06713 328.000 m | 0.30000 98.40| 0.27000 88.56| 0.28000 91.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1954982 |(5) 35-1801998 |(6) 35-1381845 |T C INCORPORATED |CLR, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06714 6088.000 m | 0.30000 1826.40| 0.24000 1461.12| 0.28000 1704.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 233,211.90| $ 254,264.30| $ 254,581.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,211.90| $ 254,264.30| $ 254,581.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1917625 | |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 7.000 MOS | 1800.00000 12600.00| 3145.03000 22015.21| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 16000.00000 16000.00| 5210.37000 5210.37| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 13450.00000 13450.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 4671.16000 4671.16| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 15000.00000 15000.00| 7924.85000 7924.85| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 198.000 m2 | 8.00000 1584.00| 12.05000 2385.90| SURFACE MILLING, ASPHALT | | | 0007 203-02000 195.000 m3 | 35.00000 6825.00| 117.14000 22842.30| EXCAVATION, COMMON | | | 0008 203-02010 75.000 m3 | 150.00000 11250.00| 302.57000 22692.75| EXCAVATION, ROCK | | | 0009 211-02060 111.530 m3 | 35.00000 3903.55| 83.30000 9290.45| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 407.000 Mg | 24.00000 9768.00| 25.26000 10280.82| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05468 140.000 Mg | 60.00000 8400.00| 74.00000 10360.00| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 82.000 Mg | 60.00000 4920.00| 64.00000 5248.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 64.000 Mg | 70.00000 4480.00| 70.00000 4480.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 35.000 Mg | 75.00000 2625.00| 97.00000 3395.00| HMA BASE 25.0 mm, SHOULDER | | | 0015 405-05518 485.000 m2 | 1.50000 727.50| 1.20000 582.00| ASPHALT FOR PRIME COAT | | | 0016 406-05521 1757.000 m2 | 0.85000 1493.45| 0.10000 175.70| ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 2118.00000 4236.00| 1894.68000 3789.36| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06037 2.000 EACH| 850.00000 1700.00| 715.77000 1431.54| GUARDRAIL END TREATMENT, I | | | 0019 601-99105 38.100 m | 95.00000 3619.50| 51.58000 1965.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1917625 | |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 132.000 Mg | 120.00000 15840.00| 66.00000 8712.00| HMA FOR APPROACHES | | | 0021 615-06490 14.000 EACH| 160.00000 2240.00| 84.21000 1178.94| RIGHT OF WAY MARKER | | | 0022 616-02320 538.000 m2 | 4.00000 2152.00| 4.24000 2281.12| GEOTEXTILES | | | 0023 616-06405 190.000 Mg | 45.00000 8550.00| 34.68000 6589.20| RIPRAP, REVETMENT | | | 0024 616-06451 117.500 Mg | 40.00000 4700.00| 49.45000 5810.38| RIPRAP, UNIFORM | | | 0025 621-06575 429.500 m2 | 8.00000 3436.00| 4.11000 1765.25| SODDING, NURSERY | | | 0026 622-52436 3.000 EACH| 50.00000 150.00| 25.26000 75.78| SIGN, DO NOT MOW OR SPRAY | | | 0027 622-91786 21.000 EACH| 25.00000 525.00| 10.53000 221.13| SEEDLING | | | 0028 714-03437 29.409 m2 | 625.66000 18400.03| 778.71000 22901.08| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0029 714-06659 13.725 m | 4054.64000 55649.93| 4574.60000 62786.39| CULVERT, PRECAST 3 SIDED, RC, 5500 mm X | | | 1830 mm | | | 0030 715-05169 34.000 m | 78.00000 2652.00| 114.88000 3905.92| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0031 715-46005 1.000 EACH| 400.00000 400.00| 443.33000 443.33| PIPE END SECTION, 375 mm | | | 0032 720-45030 1.000 EACH| 1950.00000 1950.00| 1460.39000 1460.39| INLET, E7 | | | 0033 801-04308 10.000 EACH| 165.00000 1650.00| 152.63000 1526.30| ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06606 14.000 EACH| 65.00000 910.00| 60.00000 840.00| BARRICADE, IIIB | | | 0035 801-06625 50.000 EACH| 79.00000 3950.00| 68.42000 3421.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 15.000 EACH| 65.00000 975.00| 52.63000 789.45| CONSTRUCTION SIGN, A | | | 0037 801-06645 4.000 EACH| 20.00000 80.00| 10.53000 42.12| CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 4000.00000 4000.00| 10464.52000 10464.52| MAINTAINING TRAFFIC | | | 0039 808-06713 328.000 m | 0.35000 114.80| 0.25000 82.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,716.12 ROUTE : 42 CALL ORDER : 231 CONTRACT ID : R -24567-A COUNTIES : CLAY OWEN LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1917625 | |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06714 6088.000 m | 0.35000 2130.80| 0.25000 1522.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 254,587.56| $ 289,008.91| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,587.56| $ 289,008.91| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1475031 1475031 1475031 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 5,712,582.58 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 5,935,250.38 103.8978% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,985,811.72 104.7829% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION, SIGNS AND SIGNAL MODERNIZATIONS | | | 0001 105-01925 26.000 MOS | 1800.00000 46800.00| 1416.00000 36816.00| 1500.00000 39000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 100000.00000 100000.00| 60000.00000 60000.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 285000.00000 285000.00| 296760.00000 296760.00| 299290.00000 299290.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 176600.00000 176600.00| 119716.00000 119716.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 1170.000 m3 | 120.00000 140400.00| 59.00000 69030.00| 60.65000 70960.50 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-02240 1171.300 m2 | 4.80000 5622.24| 8.00000 9370.40| 3.41000 3994.13 PAVEMENT, REMOVE | | | 0007 202-02241 123.000 m | 32.00000 3936.00| 30.00000 3690.00| 4.79000 589.17 GUARDRAIL, REMOVE | | | 0008 202-02278 338.000 m | 5.00000 1690.00| 19.00000 6422.00| 15.00000 5070.00 CURB, CONCRETE, REMOVE | | | 0009 202-03000 LUMP| 3400.00000 3400.00| 2900.00000 2900.00| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 111 | | | 0010 202-03000 LUMP| 3500.00000 3500.00| 3100.00000 3100.00| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0011 202-03000 LUMP| 0.01000 0.01| 2200.00000 2200.00| 200.00000 200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 3225.00000 3225.00| 3000.00000 3000.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 36 | | | 0013 202-03000 LUMP| 5700.00000 5700.00| 7500.00000 7500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | 0014 202-03000 LUMP| 0.00100 0.01| 3200.00000 3200.00| 600.00000 600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 78 | | | 0015 202-03000 LUMP| 0.01000 0.01| 8100.00000 8100.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 79 | | | 0016 202-03000 LUMP| 3325.00000 3325.00| 5500.00000 5500.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0017 202-03000 LUMP| 3400.00000 3400.00| 3100.00000 3100.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 91 | | | 0018 202-05823 1.000 EACH| 14000.00000 14000.00| 3300.00000 3300.00| 969.00000 969.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 11400 LITERS CAPACITY | | | 0019 202-05825 1.000 EACH| 16000.00000 16000.00| 7500.00000 7500.00| 1969.00000 1969.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 22800 THROUGH 39000 | | | LITERS CAPACITY | | | 0020 202-52710 3821.000 m2 | 1.70000 6495.70| 6.00000 22926.00| 3.50000 13373.50 SIDEWALK, CONCRETE, REMOVE | | | 0021 202-60820 379.000 m2 | 16.00000 6064.00| 9.00000 3411.00| 1.75000 663.25 SURFACE MILLING, ASPHALT | | | 0022 202-78515 LUMP| 4600.00000 4600.00| 4300.00000 4300.00| 3600.00000 3600.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0023 202-96151 LUMP| 1050.00000 1050.00| 1400.00000 1400.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0024 203-02000 38370.000 m3 | 11.10000 425907.00| 7.70000 295449.00| 12.50000 479625.00 EXCAVATION, COMMON | | | 0025 203-04523 LUMP| 1.00000 1.00| 15500.00000 15500.00| 200000.00000 200000.00 DEWATERING | | | 0026 205-02224 1228.000 m | 5.50000 6754.00| 5.40000 6631.20| 5.40000 6631.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0027 205-02229 77.000 m | 8.25000 635.25| 8.20000 631.40| 8.20000 631.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 205-02231 35.000 m | 220.00000 7700.00| 50.00000 1750.00| 195.88000 6855.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0029 205-02234 15.000 EACH| 35.25000 528.75| 35.00000 525.00| 35.00000 525.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0030 205-02237 138.000 EACH| 30.25000 4174.50| 30.00000 4140.00| 30.00000 4140.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0032 210-05873 LUMP| 1.30000 1.30| 42500.00000 42500.00| 60000.00000 60000.00 TESTING | | | 0033 211-02060 5305.000 m3 | 0.01000 53.05| 10.00000 53050.00| 15.00000 79575.00 B BORROW FOR STRUCTURE BACKFILL | | | 0034 303-52308 3709.000 Mg | 45.00000 166905.00| 13.50000 50071.50| 28.00000 103852.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0035 305-05204 455.000 Mg | 100.00000 45500.00| 85.00000 38675.00| 60.00000 27300.00 HMA FOR PATCHING | | | 0036 401-05437 19961.000 Mg | 36.00000 718596.00| 40.00000 798440.00| 39.00000 778479.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0037 401-05455 8986.000 Mg | 40.00000 359440.00| 44.00000 395384.00| 38.50000 345961.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0038 401-05456 3364.000 Mg | 46.00000 154744.00| 45.00000 151380.00| 51.40000 172909.60 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0039 402-05470 14534.000 Mg | 34.00000 494156.00| 40.00000 581360.00| 34.40000 499969.60 HMA BASE C25.0 mm, MAINLINE | | | 0040 405-05517 80.000 Mg | 325.00000 26000.00| 325.00000 26000.00| 230.00000 18400.00 ASPHALT FOR PRIME COAT | | | 0041 406-05520 53.700 Mg | 280.00000 15036.00| 245.00000 13156.50| 180.00000 9666.00 ASPHALT FOR TACK COAT | | | 0042 601-01867 2.000 EACH| 1715.00000 3430.00| 1500.00000 3000.00| 1500.00000 3000.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0043 601-06037 2.000 EACH| 1100.00000 2200.00| 900.00000 1800.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, I | | | 0044 601-99105 15.200 m | 110.00000 1672.00| 69.00000 1048.80| 100.00000 1520.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 603-02736 43.600 m | 55.00000 2398.00| 120.00000 5232.00| 50.00000 2180.00 FENCE, WOOD, REMOVE AND RESET | | | 0046 603-06040 545.300 m | 15.00000 8179.50| 18.80000 10251.64| 13.50000 7361.55 FENCE, FARM FIELD, 1190 mm | | | 0047 603-06065 22.000 m | 160.00000 3520.00| 88.00000 1936.00| 150.00000 3300.00 FENCE, CHAIN LINK, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 603-96042 2.000 EACH| 900.00000 1800.00| 1130.00000 2260.00| 850.00000 1700.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0049 604-06069 994.000 m2 | 37.00000 36778.00| 40.00000 39760.00| 31.28000 31092.32 CURB RAMP, CONCRETE | | | 0050 604-44251 5.200 m3 | 2200.00000 11440.00| 1670.00000 8684.00| 974.13000 5065.48 STEPS, CONCRETE | | | 0051 604-91531 5838.000 m2 | 30.00000 175140.00| 25.70000 150036.60| 24.00000 140112.00 SIDEWALK, CONCRETE, 100 mm | | | 0052 605-06120 81.000 m | 62.00000 5022.00| 72.00000 5832.00| 54.00000 4374.00 CURB, CONCRETE | | | 0053 605-06150 3553.000 m | 41.00000 145673.00| 36.00000 127908.00| 28.00000 99484.00 CURB AND GUTTER, C, CONCRETE | | | 0054 605-97937 16.000 m | 81.25000 1300.00| 100.00000 1600.00| 70.00000 1120.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0055 610-05527 2631.000 Mg | 61.00000 160491.00| 45.00000 118395.00| 60.00000 157860.00 HMA FOR APPROACHES | | | 0056 611-05330 6403.000 m2 | 33.00000 211299.00| 39.00000 249717.00| 30.00000 192090.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0057 615-06490 157.000 EACH| 120.00000 18840.00| 110.00000 17270.00| 105.00000 16485.00 RIGHT OF WAY MARKER | | | 0058 615-06505 4.000 EACH| 520.00000 2080.00| 510.00000 2040.00| 455.00000 1820.00 MONUMENT, B | | | 0059 616-02320 28.000 m2 | 3.50000 98.00| 16.00000 448.00| 5.00000 140.00 GEOTEXTILES | | | 0060 616-06405 17.000 Mg | 28.00000 476.00| 41.00000 697.00| 60.00000 1020.00 RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH| 685.00000 2740.00| 625.00000 2500.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06545 3.000 Mg | 700.00000 2100.00| 610.00000 1830.00| 660.00000 1980.00 FERTILIZER | | | 0063 621-06553 477.000 kg | 9.00000 4293.00| 9.00000 4293.00| 8.80000 4197.60 SEED MIXTURE, R | | | 0064 621-06565 12.000 Mg | 525.00000 6300.00| 525.00000 6300.00| 510.00000 6120.00 MULCHING MATERIAL | | | 0065 621-06567 393.000 kL | 0.65000 255.45| 0.60000 235.80| 0.60000 235.80 WATER | | | 0066 621-06574 19626.000 m2 | 3.00000 58878.00| 3.75000 73597.50| 2.95000 57896.70 SODDING | | | 0067 714-93584 3.000 m | 650.00000 1950.00| 290.00000 870.00| 2152.32000 6456.96 RETAINING WALL, STONE , RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 715-02902 1.000 EACH| 240.00000 240.00| 1000.00000 1000.00| 500.00000 500.00 GATE VALVE, 25 mm | | | 0069 715-04857 1.000 EACH| 240.00000 240.00| 660.00000 660.00| 500.00000 500.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0070 715-05028 1748.000 m | 83.00000 145084.00| 80.00000 139840.00| 87.50000 152950.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05048 5029.000 m | 9.00000 45261.00| 16.00000 80464.00| 4.00000 20116.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 71.000 m | 40.00000 2840.00| 65.00000 4615.00| 15.00000 1065.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05146 2.000 m | 300.00000 600.00| 80.00000 160.00| 500.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0074 715-05148 1.000 m | 340.00000 340.00| 125.00000 125.00| 500.00000 500.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0075 715-05151 495.000 m | 90.00000 44550.00| 92.00000 45540.00| 92.50000 45787.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0076 715-05152 727.000 m | 100.00000 72700.00| 100.00000 72700.00| 105.00000 76335.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05153 280.000 m | 105.00000 29400.00| 110.00000 30800.00| 115.00000 32200.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0078 715-05154 808.000 m | 112.00000 90496.00| 125.00000 101000.00| 122.50000 98980.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0079 715-05155 353.000 m | 135.00000 47655.00| 140.00000 49420.00| 130.00000 45890.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0080 715-05159 14.500 m | 381.00000 5524.50| 245.00000 3552.50| 360.00000 5220.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0081 715-05325 43.500 m | 103.00000 4480.50| 130.00000 5655.00| 160.00000 6960.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0082 715-05361 229.000 m | 100.00000 22900.00| 130.00000 29770.00| 160.00000 36640.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0083 715-44240 1.300 m3 | 515.00000 669.50| 1300.00000 1690.00| 1000.00000 1300.00 CONCRETE, A, STRUCTURES | | | 0084 715-46020 1.000 EACH| 430.00000 430.00| 220.00000 220.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0085 715-46045 33.000 EACH| 135.00000 4455.00| 190.00000 6270.00| 750.00000 24750.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0086 715-92037 3.000 m | 280.00000 840.00| 200.00000 600.00| 500.00000 1500.00 PIPE, PVC, 100 mm | | | 0087 715-92525 22.000 m | 280.00000 6160.00| 110.00000 2420.00| 100.00000 2200.00 WATER MAIN, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 715-93911 364.000 m | 60.00000 21840.00| 65.00000 23660.00| 75.00000 27300.00 WATER MAIN, 100 mm | | | 0089 715-93912 523.000 m | 75.00000 39225.00| 80.00000 41840.00| 80.00000 41840.00 WATER MAIN, 150 mm | | | 0090 715-93913 30.000 m | 210.00000 6300.00| 110.00000 3300.00| 90.00000 2700.00 WATER MAIN, 200 mm | | | 0091 716-06472 15.240 m | 900.00000 13716.00| 780.00000 11887.20| 600.00000 9144.00 BORING | | | 0092 718-06532 5000.000 m | 3.00000 15000.00| 1.20000 6000.00| 4.00000 20000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 1174.000 m3 | 51.50000 60461.00| 35.00000 41090.00| 21.45000 25182.30 AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 12243.000 m2 | 1.15000 14079.45| 1.40000 17140.20| 1.07000 13100.01 GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-45015 19.000 EACH| 1165.00000 22135.00| 1250.00000 23750.00| 950.00000 18050.00 INLET, A8 | | | 0096 720-45065 1.000 EACH| 1350.00000 1350.00| 4000.00000 4000.00| 2200.00000 2200.00 INLET, N12 | | | 0097 720-45215 6.000 EACH| 1600.00000 9600.00| 1800.00000 10800.00| 1250.00000 7500.00 CATCH BASIN, A8 | | | 0098 720-45235 3.000 EACH| 1400.00000 4200.00| 1500.00000 4500.00| 1100.00000 3300.00 CATCH BASIN, E7 | | | 0099 720-45250 36.000 EACH| 1800.00000 64800.00| 1450.00000 52200.00| 1300.00000 46800.00 CATCH BASIN, K10 | | | 0100 720-45265 3.000 EACH| 800.00000 2400.00| 1100.00000 3300.00| 850.00000 2550.00 PIPE CATCH BASIN, 375 mm | | | 0101 720-45410 53.000 EACH| 1400.00000 74200.00| 1650.00000 87450.00| 1400.00000 74200.00 MANHOLE, C4 | | | 0102 720-45415 9.000 EACH| 2100.00000 18900.00| 4200.00000 37800.00| 2300.00000 20700.00 MANHOLE, D4 | | | 0103 720-45416 1.000 EACH| 4200.00000 4200.00| 6500.00000 6500.00| 3200.00000 3200.00 MANHOLE, E4 | | | 0104 720-45510 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 1650.00000 3300.00 MANHOLE, C4, MODIFIED | | | 0105 720-90984 2.000 EACH| 1600.00000 3200.00| 2100.00000 4200.00| 1450.00000 2900.00 MANHOLE, C2 | | | 0106 720-98174 4.000 EACH| 1800.00000 7200.00| 3200.00000 12800.00| 1450.00000 5800.00 INLET, B15 | | | 0107 720-99416 37.000 EACH| 2100.00000 77700.00| 3000.00000 111000.00| 1750.00000 64750.00 CATCH BASIN, B15 | | | 0108 720-99417 12.000 EACH| 2400.00000 28800.00| 3000.00000 36000.00| 1750.00000 21000.00 CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 730-03475 2.000 EACH| 385.00000 770.00| 400.00000 800.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0110 732-03063 2.000 EACH| 2800.00000 5600.00| 2250.00000 4500.00| 2300.00000 4600.00 TAPPING SLEEVE AND VALVE | | | 0111 732-03063 5.000 EACH| 2800.00000 14000.00| 2150.00000 10750.00| 2300.00000 11500.00 TAPPING SLEEVE AND VALVE, 150 mm | | | 0112 732-03063 2.000 EACH| 3100.00000 6200.00| 2000.00000 4000.00| 2550.00000 5100.00 TAPPING SLEEVE AND VALVE, 200 mm | | | 0113 732-03063 2.000 EACH| 3700.00000 7400.00| 2800.00000 5600.00| 3150.00000 6300.00 TAPPING SLEEVE AND VALVE, 250 mm | | | 0114 732-03063 2.000 EACH| 4250.00000 8500.00| 3200.00000 6400.00| 3800.00000 7600.00 TAPPING SLEEVE AND VALVE, 300 mm | | | 0115 732-03073 6.000 EACH| 1050.00000 6300.00| 1250.00000 7500.00| 1850.00000 11100.00 CROSS CONNECTIONS | | | 0116 732-03942 8.000 EACH| 2400.00000 19200.00| 1900.00000 15200.00| 1550.00000 12400.00 HYDRANT | | | 0117 732-03942 3.000 EACH| 1050.00000 3150.00| 1200.00000 3600.00| 1300.00000 3900.00 HYDRANT , RELOCATE | | | 0118 732-04749 15.240 m | 0.01000 0.15| 300.00000 4572.00| 200.00000 3048.00 CASING | | | 0119 732-04836 4.000 EACH| 290.00000 1160.00| 650.00000 2600.00| 350.00000 1400.00 GATE VALVE , 100 mm | | | 0120 732-04836 2.000 EACH| 360.00000 720.00| 750.00000 1500.00| 400.00000 800.00 GATE VALVE , 150 mm | | | 0121 732-04836 1.000 EACH| 525.00000 525.00| 900.00000 900.00| 700.00000 700.00 GATE VALVE , 200 mm | | | 0122 732-04836 1.000 EACH| 780.00000 780.00| 1250.00000 1250.00| 900.00000 900.00 GATE VALVE , 250 mm | | | 0123 732-04836 11.000 EACH| 985.00000 10835.00| 1650.00000 18150.00| 1100.00000 12100.00 GATE VALVE , 300 mm | | | 0124 732-04837 4.000 EACH| 660.00000 2640.00| 200.00000 800.00| 150.00000 600.00 PLUG | | | 0125 732-04964 1488.000 m | 72.50000 107880.00| 105.00000 156240.00| 100.00000 148800.00 WATER MAIN , 300 mm | | | 0126 732-94780 80.000 EACH| 890.00000 71200.00| 590.00000 47200.00| 950.00000 76000.00 WATER SERVICE CONNECTION , 18.75 mm | | | 0127 732-94780 8.000 EACH| 890.00000 7120.00| 220.00000 1760.00| 750.00000 6000.00 WATER SERVICE CONNECTION 18.75 mm, | | | ADJUSTMENT | | | 0128 801-04308 17.000 EACH| 315.00000 5355.00| 609.00000 10353.00| 275.00000 4675.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 801-06203 6486.000 m | 2.85000 18485.10| 0.69000 4475.34| 0.59000 3826.74 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0130 801-06207 6076.000 m | 2.85000 17316.60| 3.30000 20050.80| 2.48000 15068.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0131 801-06218 26.000 m | 15.00000 390.00| 19.80000 514.80| 14.95000 388.70 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0132 801-06605 89.000 EACH| 145.00000 12905.00| 487.00000 43343.00| 138.00000 12282.00 BARRICADE, IIIA | | | 0133 801-06625 19.000 EACH| 145.00000 2755.00| 94.00000 1786.00| 129.00000 2451.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 130.000 EACH| 150.00000 19500.00| 274.00000 35620.00| 149.00000 19370.00 CONSTRUCTION SIGN, A | | | 0135 801-06645 65.000 EACH| 45.00000 2925.00| 50.00000 3250.00| 42.00000 2730.00 CONSTRUCTION SIGN, B | | | 0136 801-06710 1000.000 DAY | 13.00000 13000.00| 18.00000 18000.00| 10.00000 10000.00 FLASHING ARROW SIGN | | | 0137 801-06775 LUMP| 95000.00000 95000.00| 135780.00000 135780.00| 160000.00000 160000.00 MAINTAINING TRAFFIC | | | 0138 802-02489 335.400 m | 30.00000 10062.00| 28.60000 9592.44| 32.95000 11051.43 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0139 802-02922 66.000 m | 32.00000 2112.00| 31.00000 2046.00| 24.45000 1613.70 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0140 802-04893 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 100.00000 200.00 REFERENCE POST | | | 0141 802-76025 36.500 m2 | 150.00000 5475.00| 148.40000 5416.60| 139.33000 5085.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0142 802-76035 40.500 m2 | 150.00000 6075.00| 145.00000 5872.50| 156.62000 6343.11 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0143 802-93494 124.700 m | 18.00000 2244.60| 17.50000 2182.25| 13.25000 1652.28 POST, ROUND, GALVANIZED 60.3 mm O.D | | | 0144 805-01816 12.000 EACH| 900.00000 10800.00| 874.50000 10494.00| 650.00000 7800.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0145 805-01842 16.000 EACH| 800.00000 12800.00| 773.80000 12380.80| 550.00000 8800.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 805-01844 651.000 m | 20.00000 13020.00| 19.35000 12596.85| 30.00000 19530.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0147 805-02069 2.000 EACH| 2000.00000 4000.00| 1902.70000 3805.40| 2450.00000 4900.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0148 805-02072 6.000 EACH| 2200.00000 13200.00| 2120.00000 12720.00| 2485.00000 14910.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0149 805-02073 2.000 EACH| 2500.00000 5000.00| 2438.00000 4876.00| 2530.00000 5060.00 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0150 805-02077 2.000 EACH| 2720.00000 5440.00| 2676.50000 5353.00| 2800.00000 5600.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0151 805-02595 10.000 EACH| 105.00000 1050.00| 106.00000 1060.00| 150.00000 1500.00 CONTROLLER, RESET TIMING | | | 0152 805-78100 1.000 EACH| 9700.00000 9700.00| 9089.50000 9089.50| 7700.00000 7700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0153 805-78106 1.000 EACH| 10100.00000 10100.00| 10070.00000 10070.00| 10300.00000 10300.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0154 805-78109 1.000 EACH| 10100.00000 10100.00| 9884.50000 9884.50| 7805.00000 7805.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0155 805-78205 24.000 EACH| 500.00000 12000.00| 439.90000 10557.60| 390.00000 9360.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0156 805-78370 12.000 EACH| 78.00000 936.00| 79.50000 954.00| 150.00000 1800.00 PEDESTRIAN PUSH BUTTON | | | 0157 805-78445 3.000 EACH| 580.00000 1740.00| 556.50000 1669.50| 450.00000 1350.00 SIGNAL SERVICE | | | 0158 805-78452 3.000 EACH| 365.00000 1095.00| 355.10000 1065.30| 150.00000 450.00 SIGNAL CONDUIT RISER, 25 mm | | | 0159 805-78467 105.000 m | 5.50000 577.50| 5.30000 556.50| 5.00000 525.00 SIGNAL CABLE, 3C 8GA. | | | 0160 805-78470 1452.000 m | 0.50000 726.00| 0.48000 696.96| 1.00000 1452.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0161 805-78480 526.000 m | 3.35000 1762.10| 3.29000 1730.54| 2.00000 1052.00 SIGNAL CABLE, 3C 14GA. | | | 0162 805-78485 363.000 m | 3.80000 1379.40| 3.71000 1346.73| 2.95000 1070.85 SIGNAL CABLE, 5C 14GA. | | | 0163 805-78490 1139.000 m | 4.30000 4897.70| 4.24000 4829.36| 3.25000 3701.75 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 805-78510 942.000 m | 3.35000 3155.70| 3.29000 3099.18| 2.00000 1884.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0165 805-78785 10.000 EACH| 550.00000 5500.00| 519.40000 5194.00| 396.00000 3960.00 SIGNAL DETECTOR HOUSING | | | 0166 805-78795 490.000 m | 24.00000 11760.00| 22.79000 11167.10| 29.52000 14464.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0167 805-78925 3.000 EACH| 700.00000 2100.00| 683.70000 2051.10| 700.00000 2100.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0168 805-90510 24.000 EACH| 450.00000 10800.00| 434.60000 10430.40| 330.00000 7920.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 230 mm | | | 0169 805-92504 5.000 EACH| 250.00000 1250.00| 212.00000 1060.00| 200.00000 1000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0170 805-94295 49.000 EACH| 68.00000 3332.00| 68.90000 3376.10| 150.00000 7350.00 SIGNAL HEAD, RELOCATE | | | 0171 808-06701 1126.900 m | 1.20000 1352.28| 0.84000 946.60| 1.13000 1273.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0172 808-06703 245.200 m | 1.20000 294.24| 0.84000 205.97| 1.13000 277.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0173 808-06716 210.000 m | 1.30000 273.00| 1.55000 325.50| 1.29000 270.90 LINE, REMOVE | | | 0174 808-75008 482.300 m | 0.80000 385.84| 1.55000 747.57| 0.78000 376.19 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0175 808-75245 5117.000 m | 1.20000 6140.40| 0.80000 4093.60| 1.13000 5782.21 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0176 808-75278 51.000 m | 4.00000 204.00| 4.70000 239.70| 3.42000 174.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0177 808-75297 270.000 m | 6.70000 1809.00| 9.40000 2538.00| 6.64000 1792.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0178 808-75300 963.000 m | 1.75000 1685.25| 2.35000 2263.05| 1.68000 1617.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0179 808-75320 7.000 EACH| 50.00000 350.00| 63.00000 441.00| 49.00000 343.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0180 808-75325 4.000 EACH| 100.00000 400.00| 84.00000 336.00| 89.00000 356.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 241 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,687,051.05 ROUTE : US 35 CALL ORDER : 241 CONTRACT ID : R -24947-B COUNTIES : STARKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1185040 |(3) 35-1582109 |ATLAS EXCAVATING, INC. |NIBLOCK EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 808-75998 234.000 EACH| 28.00000 6552.00| 24.00000 5616.00| 27.00000 6318.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 808-92027 556.000 m | 2.50000 1390.00| 3.00000 1668.00| 2.27000 1262.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 5,712,582.58| $ 5,935,250.38| $ 5,985,811.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,712,582.58| $ 5,935,250.38| $ 5,985,811.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,754,142.51 ROUTE : 65 CALL ORDER : 251 CONTRACT ID : R -25035-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658141 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9991190 SUPERIOR/RIETH-RILEY J/V $ 31,322,000.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 35,929,929.29 114.7114% ==================================================================================================================================== |(1) 99-9991190 |(2) 36-2231526 | |SUPERIOR/RIETH-RILEY J/V |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DESIGN BUILD-ADDED TRAVEL LANES, BRIDGE REPLACEMENT, REPLACE SUPERSTRUCTURE, AND SIGN MODERNIZATION | | | 0001 104-05404 LUMP|31322000.00000 31322000.00|35929929.29000 35929929.29| DESIGN/BUILD | | | SECTION TOTALS | $ 31,322,000.00| $ 35,929,929.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,322,000.00| $ 35,929,929.29| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0822015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 413,890.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 458,683.30 110.8225% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 459,961.00 111.1312% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 475,257.91 114.8271% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 534,718.85 129.1934% 6 35-1151771 CALUMET ASPHALT PAVING CO $ 537,544.50 129.8761% 7 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 749,730.08 181.1423% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1408.28000 14082.80| 1900.00000 19000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14600.00000 14600.00| 15228.00000 15228.00| 14100.00000 14100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19472.08000 19472.08| 22934.00000 22934.00| 10649.95000 10649.95 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 7715.73000 7715.73| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 3903.000 m2 | 2.10000 8196.30| 2.21000 8625.63| 2.20000 8586.60 SURFACE MILLING, ASPHALT | | | 0006 202-74045 8.000 EACH| 23.00000 184.00| 23.76000 190.08| 100.00000 800.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 115.400 m | 20.00000 2308.00| 8.96000 1033.98| 24.00000 2769.60 PIPE, REMOVE | | | 0008 203-02000 2566.000 m3 | 11.70000 30022.20| 19.10000 49010.60| 22.00000 56452.00 EXCAVATION, COMMON | | | 0009 205-02224 365.000 m | 5.75000 2098.75| 5.90000 2153.50| 5.70000 2080.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 7.50000 855.00| 7.58000 864.12| 7.35000 837.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 2.000 EACH| 73.00000 146.00| 75.60000 151.20| 73.50000 147.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02236 13.000 EACH| 58.00000 754.00| 59.40000 772.20| 57.75000 750.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 87.700 m3 | 20.00000 1754.00| 21.89000 1919.75| 39.00000 3420.30 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 2319.000 Mg | 19.25000 44640.75| 17.25000 40002.75| 22.00000 51018.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 402-05468 2196.000 Mg | 37.00000 81252.00| 39.96000 87752.16| 41.00000 90036.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 567.000 Mg | 42.00000 23814.00| 45.36000 25719.12| 41.00000 23247.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 551.000 Mg | 49.00000 26999.00| 52.92000 29158.92| 55.00000 30305.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1182.000 m2 | 4.00000 4728.00| 4.32000 5106.24| 4.60000 5437.20 SEAL COAT, 2 | | | 0019 405-05518 3274.000 m2 | 0.40000 1309.60| 0.43000 1407.82| 0.50000 1637.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 3.900 Mg | 189.00000 737.10| 204.12000 796.07| 200.00000 780.00 ASPHALT FOR TACK COAT | | | 0021 610-05527 197.000 Mg | 80.00000 15760.00| 86.40000 17020.80| 85.00000 16745.00 HMA FOR APPROACHES | | | 0022 611-05330 79.500 m2 | 74.00000 5883.00| 38.25000 3040.88| 40.00000 3180.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 611-06497 11.000 EACH| 150.00000 1650.00| 156.60000 1722.60| 200.00000 2200.00 MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06490 25.000 EACH| 130.00000 3250.00| 135.00000 3375.00| 140.00000 3500.00 RIGHT OF WAY MARKER | | | 0025 615-06505 6.000 EACH| 485.00000 2910.00| 502.20000 3013.20| 540.00000 3240.00 MONUMENT, B | | | 0026 621-01004 2.000 EACH| 730.00000 1460.00| 756.00000 1512.00| 735.00000 1470.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-02363 510.000 m2 | 0.83000 423.30| 0.86000 438.60| 0.84000 428.40 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0028 621-06548 2.000 kg | 52.00000 104.00| 54.00000 108.00| 52.50000 105.00 SEED MIXTURE, CV | | | 0029 621-06559 1019.000 m2 | 0.60000 611.40| 0.60000 611.40| 0.60000 611.40 MULCHED SEEDING, R | | | 0030 621-06567 61.000 kL | 0.55000 33.55| 0.57000 34.77| 0.55000 33.55 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-06575 3378.000 m2 | 3.20000 10809.60| 3.37000 11383.86| 3.30000 11147.40 SODDING, NURSERY | | | 0032 715-05149 489.000 m | 59.00000 28851.00| 52.61000 25726.29| 54.00000 26406.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0033 715-05151 12.000 m | 80.00000 960.00| 74.18000 890.16| 78.00000 936.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0034 715-05169 8.000 m | 80.00000 640.00| 61.62000 492.96| 64.00000 512.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0035 715-46000 2.000 EACH| 475.00000 950.00| 221.18000 442.36| 260.00000 520.00 PIPE END SECTION, 300 mm | | | 0036 715-46005 5.000 EACH| 500.00000 2500.00| 280.50000 1402.50| 260.00000 1300.00 PIPE END SECTION, 375 mm | | | 0037 720-45030 13.000 EACH| 1000.00000 13000.00| 808.20000 10506.60| 830.00000 10790.00 INLET, E7 | | | 0038 801-04308 3.000 EACH| 310.00000 930.00| 318.60000 955.80| 309.00000 927.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06207 4469.000 m | 3.00000 13407.00| 3.19000 14256.11| 3.10000 13853.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 7.000 EACH| 120.00000 840.00| 124.20000 869.40| 120.00000 840.00 BARRICADE, IIIB | | | 0041 801-06625 32.000 EACH| 70.00000 2240.00| 72.90000 2332.80| 70.00000 2240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 14.000 EACH| 53.00000 742.00| 54.00000 756.00| 52.00000 728.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 7.000 EACH| 26.50000 185.50| 27.00000 189.00| 26.00000 182.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 9500.00000 9500.00| 32690.87000 32690.87| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0045 802-05701 26.200 m | 42.25000 1106.95| 43.20000 1131.84| 34.00000 890.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 802-05702 12.000 m | 27.75000 333.00| 38.88000 466.56| 22.50000 270.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0047 802-76025 4.451 m2 | 165.00000 734.42| 172.80000 769.13| 275.00000 1224.03 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0048 802-76045 1.350 m2 | 180.00000 243.00| 189.00000 255.15| 290.00000 391.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 808-06703 1737.000 m | 0.90000 1563.30| 0.89000 1545.93| 0.86000 1493.82 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1130.000 m | 1.05000 1186.50| 1.03000 1163.90| 1.00000 1130.00 LINE, REMOVE | | | 0051 808-75245 1530.000 m | 0.85000 1300.50| 0.89000 1361.70| 0.86000 1315.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 22.000 m | 13.10000 288.20| 13.50000 297.00| 13.00000 286.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75320 4.000 EACH| 57.00000 228.00| 59.40000 237.60| 57.75000 231.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 4.000 EACH| 78.00000 312.00| 81.00000 324.00| 78.75000 315.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0055 808-75996 35.000 EACH| 25.00000 875.00| 12.94000 452.90| 7.00000 245.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 64.000 EACH| 34.50000 2208.00| 35.64000 2280.96| 34.65000 2217.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 413,890.00| $ 458,683.30| $ 459,961.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,890.00| $ 458,683.30| $ 459,961.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1357381 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1320.00000 13200.00| 1200.00000 12000.00| 2225.00000 22250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18500.00000 18500.00| 15000.00000 15000.00| 14800.00000 14800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26400.00000 26400.00| 25000.00000 25000.00| 26800.00000 26800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 3903.000 m2 | 2.75000 10733.25| 3.00000 11709.00| 2.59000 10108.77 SURFACE MILLING, ASPHALT | | | 0006 202-74045 8.000 EACH| 55.00000 440.00| 250.00000 2000.00| 142.55000 1140.40 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 115.400 m | 22.00000 2538.80| 100.00000 11540.00| 42.80000 4939.12 PIPE, REMOVE | | | 0008 203-02000 2566.000 m3 | 11.00000 28226.00| 20.50000 52603.00| 22.90000 58761.40 EXCAVATION, COMMON | | | 0009 205-02224 365.000 m | 6.05000 2208.25| 6.00000 2190.00| 5.77000 2106.05 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 7.70000 877.80| 7.50000 855.00| 7.41000 844.74 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 2.000 EACH| 79.20000 158.40| 75.00000 150.00| 73.92000 147.84 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 13.000 EACH| 66.00000 858.00| 60.00000 780.00| 58.08000 755.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 87.700 m3 | 28.60000 2508.22| 25.00000 2192.50| 22.69000 1989.91 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 2319.000 Mg | 22.00000 51018.00| 14.00000 32466.00| 18.75000 43481.25 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 402-05468 2196.000 Mg | 44.00000 96624.00| 45.00000 98820.00| 43.21000 94889.16 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 567.000 Mg | 50.60000 28690.20| 50.00000 28350.00| 52.04000 29506.68 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 551.000 Mg | 59.40000 32729.40| 58.00000 31958.00| 51.90000 28596.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1182.000 m2 | 4.40000 5200.80| 3.50000 4137.00| 3.89000 4597.98 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1357381 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05518 3274.000 m2 | 0.44000 1440.56| 0.50000 1637.00| 0.10000 327.40 ASPHALT FOR PRIME COAT | | | 0020 406-05520 3.900 Mg | 209.00000 815.10| 190.00000 741.00| 150.00000 585.00 ASPHALT FOR TACK COAT | | | 0021 610-05527 197.000 Mg | 110.00000 21670.00| 100.00000 19700.00| 72.35000 14252.95 HMA FOR APPROACHES | | | 0022 611-05330 79.500 m2 | 55.00000 4372.50| 46.00000 3657.00| 54.06000 4297.77 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 611-06497 11.000 EACH| 214.50000 2359.50| 155.00000 1705.00| 205.91000 2265.01 MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06490 25.000 EACH| 127.60000 3190.00| 130.00000 3250.00| 122.49000 3062.25 RIGHT OF WAY MARKER | | | 0025 615-06505 6.000 EACH| 467.50000 2805.00| 500.00000 3000.00| 448.77000 2692.62 MONUMENT, B | | | 0026 621-01004 2.000 EACH| 770.00000 1540.00| 750.00000 1500.00| 739.15000 1478.30 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-02363 510.000 m2 | 0.88000 448.80| 0.90000 459.00| 0.84000 428.40 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0028 621-06548 2.000 kg | 55.00000 110.00| 55.00000 110.00| 52.80000 105.60 SEED MIXTURE, CV | | | 0029 621-06559 1019.000 m2 | 0.66000 672.54| 0.50000 509.50| 0.59000 601.21 MULCHED SEEDING, R | | | 0030 621-06567 61.000 kL | 0.66000 40.26| 1.00000 61.00| 0.56000 34.16 WATER | | | 0031 621-06575 3378.000 m2 | 3.52000 11890.56| 3.50000 11823.00| 3.29000 11113.62 SODDING, NURSERY | | | 0032 715-05149 489.000 m | 60.50000 29584.50| 65.00000 31785.00| 53.00000 25917.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0033 715-05151 12.000 m | 77.00000 924.00| 90.00000 1080.00| 50.25000 603.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0034 715-05169 8.000 m | 77.00000 616.00| 110.00000 880.00| 62.15000 497.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0035 715-46000 2.000 EACH| 275.00000 550.00| 375.00000 750.00| 191.00000 382.00 PIPE END SECTION, 300 mm | | | 0036 715-46005 5.000 EACH| 308.00000 1540.00| 395.00000 1975.00| 251.25000 1256.25 PIPE END SECTION, 375 mm | | | 0037 720-45030 13.000 EACH| 1430.00000 18590.00| 1250.00000 16250.00| 1190.00000 15470.00 INLET, E7 | | | 0038 801-04308 3.000 EACH| 363.00000 1089.00| 325.00000 975.00| 311.50000 934.50 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1357381 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06207 4469.000 m | 3.52000 15730.88| 3.00000 13407.00| 3.11000 13898.59 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 7.000 EACH| 115.50000 808.50| 130.00000 910.00| 121.43000 850.01 BARRICADE, IIIB | | | 0041 801-06625 32.000 EACH| 115.50000 3696.00| 75.00000 2400.00| 71.28000 2280.96 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 14.000 EACH| 99.00000 1386.00| 55.00000 770.00| 52.80000 739.20 CONSTRUCTION SIGN, A | | | 0043 801-06645 7.000 EACH| 38.50000 269.50| 30.00000 210.00| 26.40000 184.80 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 13000.00000 13000.00| 61000.00000 61000.00| 57000.00000 57000.00 MAINTAINING TRAFFIC | | | 0045 802-05701 26.200 m | 36.30000 951.06| 36.50000 956.30| 34.21000 896.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 802-05702 12.000 m | 24.20000 290.40| 24.00000 288.00| 22.81000 273.72 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0047 802-76025 4.451 m2 | 288.20000 1282.78| 295.00000 1313.05| 276.59000 1231.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0048 802-76045 1.350 m2 | 304.70000 411.35| 310.00000 418.50| 292.50000 394.88 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0049 808-06703 1737.000 m | 1.10000 1910.70| 1.00000 1737.00| 0.87000 1511.19 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1130.000 m | 1.54000 1740.20| 1.00000 1130.00| 1.00000 1130.00 LINE, REMOVE | | | 0051 808-75245 1530.000 m | 1.10000 1683.00| 1.00000 1530.00| 0.87000 1331.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 22.000 m | 11.00000 242.00| 14.00000 308.00| 13.20000 290.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75320 4.000 EACH| 46.20000 184.80| 65.00000 260.00| 58.08000 232.32 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 4.000 EACH| 62.70000 250.80| 85.00000 340.00| 79.20000 316.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1357381 |(6) 35-1151771 |EDSAM CONSTRUCTION, INC. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75996 35.000 EACH| 14.30000 500.50| 5.00000 175.00| 20.95000 733.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 64.000 EACH| 27.50000 1760.00| 62.00000 3968.00| 34.85000 2230.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 475,257.91| $ 534,718.85| $ 537,544.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 475,257.91| $ 534,718.85| $ 537,544.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1200.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 72000.00000 72000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19500.00000 19500.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 3903.000 m2 | 1.35000 5269.05| | SURFACE MILLING, ASPHALT | | | 0006 202-74045 8.000 EACH| 45.00000 360.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 115.400 m | 25.00000 2885.00| | PIPE, REMOVE | | | 0008 203-02000 2566.000 m3 | 31.25000 80187.50| | EXCAVATION, COMMON | | | 0009 205-02224 365.000 m | 5.75000 2098.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 114.000 m | 9.85000 1122.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 2.000 EACH| 77.50000 155.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 13.000 EACH| 75.00000 975.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 87.700 m3 | 35.00000 3069.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 2319.000 Mg | 22.50000 52177.50| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 402-05468 2196.000 Mg | 46.50000 102114.00| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 567.000 Mg | 51.00000 28917.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 551.000 Mg | 57.00000 31407.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 1182.000 m2 | 4.75000 5614.50| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05518 3274.000 m2 | 1.04000 3404.96| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 3.900 Mg | 300.00000 1170.00| | ASPHALT FOR TACK COAT | | | 0021 610-05527 197.000 Mg | 99.00000 19503.00| | HMA FOR APPROACHES | | | 0022 611-05330 79.500 m2 | 75.00000 5962.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 611-06497 11.000 EACH| 220.00000 2420.00| | MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06490 25.000 EACH| 125.00000 3125.00| | RIGHT OF WAY MARKER | | | 0025 615-06505 6.000 EACH| 475.00000 2850.00| | MONUMENT, B | | | 0026 621-01004 2.000 EACH| 725.00000 1450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-02363 510.000 m2 | 1.00000 510.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0028 621-06548 2.000 kg | 96.45000 192.90| | SEED MIXTURE, CV | | | 0029 621-06559 1019.000 m2 | 0.62000 631.78| | MULCHED SEEDING, R | | | 0030 621-06567 61.000 kL | 0.85000 51.85| | WATER | | | 0031 621-06575 3378.000 m2 | 4.44000 14998.32| | SODDING, NURSERY | | | 0032 715-05149 489.000 m | 115.27000 56367.03| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0033 715-05151 12.000 m | 90.00000 1080.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0034 715-05169 8.000 m | 100.00000 800.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0035 715-46000 2.000 EACH| 240.00000 480.00| | PIPE END SECTION, 300 mm | | | 0036 715-46005 5.000 EACH| 260.00000 1300.00| | PIPE END SECTION, 375 mm | | | 0037 720-45030 13.000 EACH| 2250.00000 29250.00| | INLET, E7 | | | 0038 801-04308 3.000 EACH| 595.00000 1785.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06207 4469.000 m | 3.75000 16758.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 7.000 EACH| 320.00000 2240.00| | BARRICADE, IIIB | | | 0041 801-06625 32.000 EACH| 126.00000 4032.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 14.000 EACH| 150.00000 2100.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 7.000 EACH| 94.00000 658.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 95000.00000 95000.00| | MAINTAINING TRAFFIC | | | 0045 802-05701 26.200 m | 41.00000 1074.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 802-05702 12.000 m | 30.00000 360.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0047 802-76025 4.451 m2 | 285.00000 1268.54| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0048 802-76045 1.350 m2 | 300.00000 405.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0049 808-06703 1737.000 m | 1.05000 1823.85| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1130.000 m | 1.57000 1774.10| | LINE, REMOVE | | | 0051 808-75245 1530.000 m | 1.02000 1560.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 22.000 m | 10.50000 231.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75320 4.000 EACH| 52.00000 208.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 4.000 EACH| 72.00000 288.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 261 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,013.31 ROUTE : US 52 CALL ORDER : 261 CONTRACT ID : R -25039-A COUNTIES : SHELBY LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75996 35.000 EACH| 25.00000 875.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 64.000 EACH| 29.50000 1888.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 749,730.08| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 749,730.08| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N058010 N058010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,992,732.37 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 2,044,679.21 102.6068% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,095,602.24 105.1622% 4 35-1106884 ELLAS CONSTRUCTION CO $ 2,199,178.40 110.3599% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,230,193.11 111.9163% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION AND BRIDGE CONSTRUCTION | | | 0001 105-01925 12.000 MOS | 1150.00000 13800.00| 1500.00000 18000.00| 650.00000 7800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26000.00000 26000.00| 35000.00000 35000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 15718.000 m3 | 8.90000 139890.20| 10.05000 157965.90| 9.50000 149321.00 EXCAVATION, COMMON | | | 0006 203-02045 4245.800 m3 | 5.10000 21653.58| 5.85000 24837.93| 5.00000 21229.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0007 203-02070 2586.000 m3 | 10.00000 25860.00| 17.10000 44220.60| 0.01000 25.86 BORROW | | | 0008 203-51223 1798.000 m3 | 5.65000 10158.70| 3.00000 5394.00| 4.20000 7551.60 EXCAVATION, WATERWAY | | | 0009 204-02290 2.000 EACH| 500.00000 1000.00| 800.00000 1600.00| 1200.00000 2400.00 SETTLEMENT PLATE | | | 0010 205-02224 443.000 m | 5.92000 2622.56| 6.20000 2746.60| 5.50000 2436.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 100.000 m | 10.00000 1000.00| 10.50000 1050.00| 10.00000 1000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 8.000 EACH| 65.00000 520.00| 68.25000 546.00| 85.00000 680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02237 32.000 EACH| 35.00000 1120.00| 36.75000 1176.00| 45.00000 1440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 206-51220 190.000 m3 | 89.50000 17005.00| 69.30000 13167.00| 60.00000 11400.00 EXCAVATION, WET | | | 0015 211-02050 495.400 m3 | 24.25000 12013.45| 19.50000 9660.30| 22.00000 10898.80 B BORROW | | | 0016 211-02060 1573.500 m3 | 16.90000 26592.15| 11.75000 18488.63| 30.00000 47205.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 58.000 m3 | 35.20000 2041.60| 35.70000 2070.60| 60.00000 3480.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 203.800 Mg | 13.60000 2771.68| 20.00000 4076.00| 16.00000 3260.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 304-06464 99.000 m3 | 33.05000 3271.95| 39.00000 3861.00| 47.00000 4653.00 SUBBASE FOR PCCP | | | 0020 401-04817 3529.700 Mg | 31.90000 112597.43| 32.70000 115421.19| 34.00000 120009.80 HMA BASE 25.0 mm, MAINLINE | | | 0021 401-04820 1538.300 Mg | 31.50000 48456.45| 34.65000 53302.10| 35.50000 54609.65 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 1059.500 Mg | 31.10000 32950.45| 34.65000 36711.68| 35.50000 37612.25 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 699.200 Mg | 38.60000 26989.12| 42.25000 29541.20| 43.00000 30065.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 405-05517 0.280 Mg | 1225.00000 343.00| 525.00000 147.00| 525.00000 147.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 10.350 Mg | 415.00000 4295.25| 280.00000 2898.00| 300.00000 3105.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1230.00000 4920.00| 1548.75000 6195.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 4.000 EACH| 3290.00000 13160.00| 3648.75000 14595.00| 3400.00000 13600.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 30.500 m | 35.00000 1067.50| 78.75000 2401.88| 36.50000 1113.25 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 8.000 EACH| 5.00000 40.00| 10.00000 80.00| 7.20000 57.60 BARRIER DELINEATOR | | | 0031 603-01932 32.000 m | 109.00000 3488.00| 183.75000 5880.00| 67.00000 2144.00 FENCE, CHAIN LINK, 2420 mm | | | 0032 604-06069 27.900 m2 | 50.30000 1403.37| 45.15000 1259.68| 50.00000 1395.00 CURB RAMP, CONCRETE | | | 0033 604-06367 131.000 m | 5.00000 655.00| 1.05000 137.55| 2.40000 314.40 JOINT MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-91531 236.500 m2 | 42.50000 10051.25| 32.25000 7627.12| 31.00000 7331.50 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 30.900 m | 49.00000 1514.10| 27.45000 848.20| 46.00000 1421.40 CURB, CONCRETE | | | 0036 605-06155 1105.600 m | 37.75000 41736.40| 38.85000 42952.56| 30.00000 33168.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 610-05527 42.820 Mg | 80.00000 3425.60| 73.50000 3147.27| 75.00000 3211.50 HMA FOR APPROACHES | | | 0038 610-06257 694.600 m2 | 40.65000 28235.49| 57.75000 40113.15| 43.00000 29867.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 611-95728 338.200 m2 | 38.25000 12936.15| 60.00000 20292.00| 42.00000 14204.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0040 615-06505 8.000 EACH| 450.00000 3600.00| 498.75000 3990.00| 350.00000 2800.00 MONUMENT, B | | | 0041 615-06527 1.000 EACH| 375.00000 375.00| 1000.00000 1000.00| 410.00000 410.00 MONUMENT, SECTION CORNER | | | 0042 616-02320 3926.100 m2 | 1.60000 6281.76| 2.80000 10993.08| 4.00000 15704.40 GEOTEXTILES | | | 0043 616-06405 3601.100 Mg | 22.00000 79224.20| 24.20000 87146.62| 25.00000 90027.50 RIPRAP, REVETMENT | | | 0044 616-06415 24.000 m2 | 78.00000 1872.00| 55.00000 1320.00| 80.00000 1920.00 RIPRAP, HAND LAID, 300 mm | | | 0045 621-01004 1.000 EACH| 900.00000 900.00| 945.00000 945.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 5254.000 m2 | 1.66000 8721.64| 1.75000 9194.50| 1.80000 9457.20 EROSION CONTROL BLANKET | | | 0047 621-06545 1.100 Mg | 888.00000 976.80| 933.00000 1026.30| 925.00000 1017.50 FERTILIZER | | | 0048 621-06548 6.000 kg | 49.50000 297.00| 52.00000 312.00| 51.00000 306.00 SEED MIXTURE, CV | | | 0049 621-06554 190.000 kg | 10.28000 1953.20| 10.80000 2052.00| 11.20000 2128.00 SEED MIXTURE, U | | | 0050 621-06565 5.200 Mg | 563.00000 2927.60| 591.15000 3073.98| 600.00000 3120.00 MULCHING MATERIAL | | | 0051 621-06567 100.200 kL | 0.55000 55.11| 0.60000 60.12| 0.60000 60.12 WATER | | | 0052 621-06570 553.500 m3 | 19.00000 10516.50| 30.00000 16605.00| 22.00000 12177.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06575 5535.200 m2 | 3.65000 20203.48| 3.85000 21310.52| 3.90000 21587.28 SODDING, NURSERY | | | 0054 621-52448 10.000 EACH| 25.00000 250.00| 30.00000 300.00| 26.00000 260.00 SIGN, DO NOT SPRAY | | | 0055 622-91786 1622.000 EACH| 7.00000 11354.00| 7.35000 11921.70| 7.90000 12813.80 SEEDLING | | | 0056 701-93633 321.200 m | 130.00000 41756.00| 245.00000 78694.00| 250.00000 80300.00 OVERSIZED PREDRILLED PILE HOLES | | | 0057 701-96089 1021.600 m | 77.00000 78663.20| 98.00000 100116.80| 110.00000 112376.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0058 702-51005 218.100 m3 | 585.00000 127588.50| 466.20000 101678.22| 330.00000 71973.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51110 522.600 kg | 7.50000 3919.50| 6.94000 3626.84| 4.10000 2142.66 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 703-51030 21634.000 kg | 1.45000 31369.30| 1.40000 30287.60| 1.70000 36777.80 REINFORCING STEEL | | | 0061 703-51032 39643.000 kg | 1.37000 54310.91| 1.62000 64221.66| 1.80000 71357.40 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 326.200 m3 | 600.00000 195720.00| 451.50000 147279.30| 360.00000 117432.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05734 4.000 EACH| 1250.00000 5000.00| 1365.00000 5460.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0064 706-51020 22.800 m3 | 422.80000 9639.84| 552.30000 12592.44| 525.00000 11970.00 CONCRETE, C, RAILING | | | 0065 707-05983 397.700 m | 520.00000 206804.00| 224.70000 89363.19| 435.00000 172999.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0066 709-51821 LUMP| 5130.00000 5130.00| 8400.00000 8400.00| 8000.00000 8000.00 SURFACE SEAL | | | 0067 715-05048 1025.000 m | 10.40000 10660.00| 12.50000 12812.50| 4.00000 4100.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05146 88.000 m | 80.00000 7040.00| 235.00000 20680.00| 140.00000 12320.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0069 715-05148 29.100 m | 91.00000 2648.10| 95.20000 2770.32| 145.00000 4219.50 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0070 715-05149 123.800 m | 90.00000 11142.00| 117.25000 14515.55| 140.00000 17332.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 107.800 m | 163.00000 17571.40| 114.30000 12321.54| 230.00000 24794.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05154 64.700 m | 123.00000 7958.10| 196.20000 12694.14| 250.00000 16175.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05156 8.500 m | 209.00000 1776.50| 264.60000 2249.10| 280.00000 2380.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-05407 74.000 m | 7.50000 555.00| 52.50000 3885.00| 19.00000 1406.00 PIPE, END BENT DRAIN, 150 mm | | | 0075 715-05697 118.300 m | 105.00000 12421.50| 104.40000 12350.52| 140.00000 16562.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0076 715-05708 30.100 m | 120.00000 3612.00| 113.65000 3420.87| 150.00000 4515.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0077 715-05767 174.000 m | 128.00000 22272.00| 164.95000 28701.30| 190.00000 33060.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0078 715-06832 47.000 m | 264.00000 12408.00| 264.60000 12436.20| 350.00000 16450.00 PIPE, REINFORCED CONCRETE, II, DO.3=50, | | | 750mm | | | 0079 715-46000 5.000 EACH| 185.00000 925.00| 600.00000 3000.00| 225.00000 1125.00 PIPE END SECTION, 300 mm | | | 0080 715-46005 3.000 EACH| 220.00000 660.00| 700.00000 2100.00| 240.00000 720.00 PIPE END SECTION, 375 mm | | | 0081 715-91361 6.000 m | 18.00000 108.00| 400.00000 2400.00| 210.00000 1260.00 PIPE, PVC, 150 mm | | | 0082 715-92874 8.000 m | 137.00000 1096.00| 2612.50000 20900.00| 315.00000 2520.00 PIPE ENCASEMENT | | | 0083 718-06532 1000.000 m | 1.80000 1800.00| 3.50000 3500.00| 4.20000 4200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0084 718-94889 232.000 m3 | 17.00000 3944.00| 41.80000 9697.60| 58.00000 13456.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0085 718-99153 2480.000 m2 | 1.25000 3100.00| 1.40000 3472.00| 1.50000 3720.00 GEOTEXTILES FOR UNDERDRAIN | | | 0086 720-44000 1.000 EACH| 293.00000 293.00| 350.00000 350.00| 275.00000 275.00 CASTING, ADJUST TO GRADE | | | 0087 720-45030 2.000 EACH| 1120.00000 2240.00| 860.00000 1720.00| 700.00000 1400.00 INLET, E7 | | | 0088 720-45045 6.000 EACH| 1315.00000 7890.00| 1165.00000 6990.00| 930.00000 5580.00 INLET, J10 | | | 0089 720-45055 6.000 EACH| 1315.00000 7890.00| 1190.00000 7140.00| 930.00000 5580.00 INLET, M10 | | | 0090 720-45275 5.000 EACH| 970.00000 4850.00| 700.00000 3500.00| 700.00000 3500.00 PIPE CATCH BASIN, 600 mm | | | 0091 720-45410 7.000 EACH| 1550.00000 10850.00| 1755.00000 12285.00| 1500.00000 10500.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 720-45415 1.000 EACH| 6210.00000 6210.00| 3285.00000 3285.00| 2200.00000 2200.00 MANHOLE, D4 | | | 0093 720-95422 1.000 EACH| 2710.00000 2710.00| 2585.00000 2585.00| 2230.00000 2230.00 MANHOLE, J4 | | | 0094 720-98174 4.000 EACH| 1760.00000 7040.00| 1735.00000 6940.00| 1265.00000 5060.00 INLET, B15 | | | 0095 720-98555 4.000 EACH| 1760.00000 7040.00| 1725.00000 6900.00| 1265.00000 5060.00 INLET, C15 | | | 0096 721-43005 1.000 EACH| 550.00000 550.00| 750.00000 750.00| 675.00000 675.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0097 721-43020 1.000 EACH| 690.00000 690.00| 980.00000 980.00| 825.00000 825.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0098 721-43030 1.000 EACH| 765.00000 765.00| 1125.00000 1125.00| 890.00000 890.00 AUTOMATIC DRAINAGE GATE, 750 mm | | | 0099 801-01349 7.200 m | 4.25000 30.60| 7.35000 52.92| 3.50000 25.20 TEMPORARY STOP LINE, 600 mm | | | 0100 801-06203 1744.000 m | 0.59000 1028.96| 1.42000 2476.48| 0.65000 1133.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0101 801-06207 784.000 m | 2.62000 2054.08| 3.15000 2469.60| 2.80000 2195.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06606 11.000 EACH| 90.00000 990.00| 94.50000 1039.50| 145.00000 1595.00 BARRICADE, IIIB | | | 0103 801-06640 18.000 EACH| 92.00000 1656.00| 84.00000 1512.00| 125.00000 2250.00 CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP| 2530.00000 2530.00| 5000.00000 5000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0105 802-02489 60.000 m | 14.79000 887.40| 15.55000 933.00| 34.00000 2040.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 5.011 m2 | 200.00000 1002.20| 211.00000 1057.32| 135.00000 676.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 2.540 m2 | 263.00000 668.02| 276.15000 701.42| 170.00000 431.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 805-01652 285.000 m | 2.64000 752.40| 2.80000 798.00| 3.60000 1026.00 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0109 805-01816 4.000 EACH| 754.00000 3016.00| 791.70000 3166.80| 700.00000 2800.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-01836 318.000 m | 2.58000 820.44| 2.70000 858.60| 2.10000 667.80 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0111 805-01842 6.000 EACH| 633.00000 3798.00| 665.00000 3990.00| 600.00000 3600.00 HANDHOLE, SIGNAL | | | 0113 805-02072 2.000 EACH| 1387.00000 2774.00| 1470.00000 2940.00| 2700.00000 5400.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0114 805-02151 2.000 EACH| 324.00000 648.00| 340.00000 680.00| 410.00000 820.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0115 805-05673 2.000 EACH| 2331.00000 4662.00| 2450.00000 4900.00| 3400.00000 6800.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, | | | 0116 805-06592 460.000 m | 24.89000 11449.40| 26.15000 12029.00| 30.50000 14030.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0117 805-78060 1.000 EACH| 5689.00000 5689.00| 5975.00000 5975.00| 7600.00000 7600.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0118 805-78205 8.000 EACH| 372.00000 2976.00| 391.00000 3128.00| 415.00000 3320.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0119 805-78370 4.000 EACH| 75.00000 300.00| 79.00000 316.00| 165.00000 660.00 PEDESTRIAN PUSH BUTTON | | | 0120 805-78445 1.000 EACH| 440.00000 440.00| 465.00000 465.00| 480.00000 480.00 SIGNAL SERVICE | | | 0121 805-78467 15.000 m | 5.00000 75.00| 6.00000 90.00| 5.30000 79.50 SIGNAL CABLE, 3C 8GA. | | | 0122 805-78470 993.000 m | 1.99000 1976.07| 2.10000 2085.30| 1.15000 1141.95 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-78480 91.000 m | 3.00000 273.00| 3.15000 286.65| 2.15000 195.65 SIGNAL CABLE, 3C 14GA. | | | 0124 805-78485 279.000 m | 3.49000 973.71| 3.70000 1032.30| 3.20000 892.80 SIGNAL CABLE, 5C 14GA. | | | 0125 805-78510 318.000 m | 2.58000 820.44| 2.70000 858.60| 2.15000 683.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78785 5.000 EACH| 469.00000 2345.00| 493.00000 2465.00| 450.00000 2250.00 SIGNAL DETECTOR HOUSING | | | 0127 805-78795 291.000 m | 24.76000 7205.16| 26.00000 7566.00| 31.50000 9166.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0128 805-78930 1.000 EACH| 723.00000 723.00| 759.00000 759.00| 725.00000 725.00 CONTROLLER CABINET FOUNDATION, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-86810 1.000 EACH| 3042.00000 3042.00| 3194.10000 3194.10| 2700.00000 2700.00 SERVICE POINT, II | | | 0130 805-86838 285.000 m | 2.64000 752.40| 2.80000 798.00| 3.50000 997.50 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0131 805-86889 736.000 m | 1.61000 1184.96| 1.69000 1243.84| 1.40000 1030.40 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0132 805-86920 24.000 EACH| 17.00000 408.00| 17.85000 428.40| 16.00000 384.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0133 805-86925 16.000 EACH| 28.00000 448.00| 29.40000 470.40| 27.00000 432.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0134 805-86930 32.000 EACH| 11.84000 378.88| 12.45000 398.40| 11.00000 352.00 INSULATING LINK, NOT WATERPROOFED | | | 0135 805-86935 20.000 EACH| 24.22000 484.40| 25.45000 509.00| 21.00000 420.00 INSULATING LINK, WATERPROOFED | | | 0136 805-86955 4.000 EACH| 50.00000 200.00| 60.00000 240.00| 165.00000 660.00 CABLE DUCT MARKER | | | 0137 805-92504 3.000 EACH| 207.00000 621.00| 217.35000 652.05| 225.00000 675.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0138 805-98335 1172.000 m | 12.75000 14943.00| 13.40000 15704.80| 12.50000 14650.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0139 805-98336 115.000 m | 12.75000 1466.25| 13.40000 1541.00| 12.50000 1437.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0140 807-02191 3.000 EACH| 623.00000 1869.00| 654.15000 1962.45| 615.00000 1845.00 HANDHOLE, LIGHTING | | | 0141 807-02193 13.000 EACH| 832.63000 10824.19| 876.40000 11393.20| 615.00000 7995.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0142 807-83652 1.000 EACH| 1041.00000 1041.00| 1093.00000 1093.00| 1400.00000 1400.00 LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0143 807-85652 12.000 EACH| 1199.00000 14388.00| 1260.00000 15120.00| 1290.00000 15480.00 LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0144 807-86615 16.000 EACH| 165.00000 2640.00| 173.25000 2772.00| 245.00000 3920.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 807-86910 16.000 EACH| 24.00000 384.00| 25.20000 403.20| 27.00000 432.00 CONNECTOR KIT, UNFUSED | | | 0146 807-86915 16.000 EACH| 24.00000 384.00| 25.20000 403.20| 30.00000 480.00 CONNECTOR KIT, FUSED | | | 0147 807-86950 16.000 EACH| 12.00000 192.00| 12.60000 201.60| 52.00000 832.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0148 808-06701 266.000 m | 1.04000 276.64| 1.21000 321.86| 1.00000 266.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0149 808-06703 237.200 m | 1.05000 249.06| 1.21000 287.01| 1.00000 237.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0150 808-06716 98.000 m | 1.31000 128.38| 3.50000 343.00| 1.50000 147.00 LINE, REMOVE | | | 0151 808-75245 1275.000 m | 1.04000 1326.00| 1.21000 1542.75| 1.00000 1275.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75290 53.600 m | 5.00000 268.00| 12.60000 675.36| 10.50000 562.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0153 808-75297 30.000 m | 9.84000 295.20| 12.60000 378.00| 10.50000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 38.500 m | 1.56000 60.06| 3.50000 134.75| 2.15000 82.78 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0155 808-75320 6.000 EACH| 50.00000 300.00| 68.25000 409.50| 37.00000 222.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 6.000 EACH| 60.00000 360.00| 89.25000 535.50| 63.00000 378.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-75998 131.000 EACH| 22.00000 2882.00| 27.30000 3576.30| 24.00000 3144.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0158 715-05173 12.000 m | 117.00000 1404.00| 131.20000 1574.40| 250.00000 3000.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0159 715-46020 2.000 EACH| 405.00000 810.00| 910.00000 1820.00| 270.00000 540.00 PIPE END SECTION, 600 mm | | | 0160 715-44240 0.900 m3 | 465.00000 418.50| 1170.00000 1053.00| 960.00000 864.00 CONCRETE, A, STRUCTURES | | | 0161 703-51032 14.500 kg | 2.00000 29.00| 2.00000 29.00| 3.00000 43.50 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1068009 |(3) 35-1212938 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,992,732.37| $ 2,044,679.21| $ 2,095,602.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,992,732.37| $ 2,044,679.21| $ 2,095,602.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION AND BRIDGE CONSTRUCTION | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| 1945.56000 23346.72| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 83955.33000 83955.33| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 83000.00000 83000.00| 112900.00000 112900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| 46379.43000 46379.43| CLEARING RIGHT OF WAY | | | 0005 203-02000 15718.000 m3 | 11.80000 185472.40| 4.02000 63186.36| EXCAVATION, COMMON | | | 0006 203-02045 4245.800 m3 | 5.40000 22927.32| 4.99000 21186.54| EXCAVATION FOR SUBGRADE TREATMENT | | | 0007 203-02070 2586.000 m3 | 24.00000 62064.00| 13.92000 35997.12| BORROW | | | 0008 203-51223 1798.000 m3 | 19.50000 35061.00| 13.33000 23967.34| EXCAVATION, WATERWAY | | | 0009 204-02290 2.000 EACH| 600.00000 1200.00| 1072.98000 2145.96| SETTLEMENT PLATE | | | 0010 205-02224 443.000 m | 5.92000 2622.56| 6.58000 2914.94| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 100.000 m | 10.00000 1000.00| 11.11000 1111.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 8.000 EACH| 65.00000 520.00| 72.22000 577.76| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02237 32.000 EACH| 35.00000 1120.00| 38.89000 1244.48| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 206-51220 190.000 m3 | 60.00000 11400.00| 83.33000 15832.70| EXCAVATION, WET | | | 0015 211-02050 495.400 m3 | 24.00000 11889.60| 21.09000 10447.99| B BORROW | | | 0016 211-02060 1573.500 m3 | 24.00000 37764.00| 9.95000 15656.33| B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 58.000 m3 | 96.00000 5568.00| 33.33000 1933.14| AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 203.800 Mg | 18.00000 3668.40| 33.16000 6758.01| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 304-06464 99.000 m3 | 35.00000 3465.00| 52.77000 5224.23| SUBBASE FOR PCCP | | | 0020 401-04817 3529.700 Mg | 31.15000 109950.16| 31.48000 111114.96| HMA BASE 25.0 mm, MAINLINE | | | 0021 401-04820 1538.300 Mg | 33.00000 50763.90| 33.63000 51733.03| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05475 1059.500 Mg | 33.00000 34963.50| 41.80000 44287.10| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0023 402-05477 699.200 Mg | 40.25000 28142.80| 42.65000 29820.88| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 405-05517 0.280 Mg | 500.00000 140.00| 426.04000 119.29| ASPHALT FOR PRIME COAT | | | 0025 406-05520 10.350 Mg | 280.00000 2898.00| 180.06000 1863.62| ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1475.00000 5900.00| 1366.67000 5466.68| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 4.000 EACH| 3475.00000 13900.00| 3655.56000 14622.24| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 30.500 m | 75.00000 2287.50| 38.89000 1186.15| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 8.000 EACH| 5.00000 40.00| 8.89000 71.12| BARRIER DELINEATOR | | | 0031 603-01932 32.000 m | 175.00000 5600.00| 64.79000 2073.28| FENCE, CHAIN LINK, 2420 mm | | | 0032 604-06069 27.900 m2 | 90.00000 2511.00| 65.07000 1815.45| CURB RAMP, CONCRETE | | | 0033 604-06367 131.000 m | 1.00000 131.00| 0.62000 81.22| JOINT MATERIAL | | | 0034 604-91531 236.500 m2 | 28.00000 6622.00| 37.56000 8882.94| SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 30.900 m | 70.00000 2163.00| 44.63000 1379.07| CURB, CONCRETE | | | 0036 605-06155 1105.600 m | 37.00000 40907.20| 29.62000 32747.87| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 610-05527 42.820 Mg | 70.00000 2997.40| 74.92000 3208.07| HMA FOR APPROACHES | | | 0038 610-06257 694.600 m2 | 47.80000 33201.88| 50.00000 34730.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 611-95728 338.200 m2 | 65.00000 21983.00| 55.32000 18709.22| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06505 8.000 EACH| 475.00000 3800.00| 281.26000 2250.08| MONUMENT, B | | | 0041 615-06527 1.000 EACH| 375.00000 375.00| 495.87000 495.87| MONUMENT, SECTION CORNER | | | 0042 616-02320 3926.100 m2 | 2.50000 9815.25| 1.50000 5889.15| GEOTEXTILES | | | 0043 616-06405 3601.100 Mg | 19.75000 71121.73| 28.45000 102451.30| RIPRAP, REVETMENT | | | 0044 616-06415 24.000 m2 | 26.00000 624.00| 191.33000 4591.92| RIPRAP, HAND LAID, 300 mm | | | 0045 621-01004 1.000 EACH| 900.00000 900.00| 3222.22000 3222.22| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 5254.000 m2 | 1.66000 8721.64| 1.84000 9667.36| EROSION CONTROL BLANKET | | | 0047 621-06545 1.100 Mg | 888.00000 976.80| 986.66000 1085.33| FERTILIZER | | | 0048 621-06548 6.000 kg | 49.50000 297.00| 55.00000 330.00| SEED MIXTURE, CV | | | 0049 621-06554 190.000 kg | 10.28000 1953.20| 11.42000 2169.80| SEED MIXTURE, U | | | 0050 621-06565 5.200 Mg | 563.00000 2927.60| 625.56000 3252.91| MULCHING MATERIAL | | | 0051 621-06567 100.200 kL | 0.53000 53.11| 0.59000 59.12| WATER | | | 0052 621-06570 553.500 m3 | 27.83000 15403.91| 1.11000 614.39| TOP SOIL | | | 0053 621-06575 5535.200 m2 | 3.66000 20258.83| 4.07000 22528.26| SODDING, NURSERY | | | 0054 621-52448 10.000 EACH| 25.00000 250.00| 27.78000 277.80| SIGN, DO NOT SPRAY | | | 0055 622-91786 1622.000 EACH| 7.00000 11354.00| 7.78000 12619.16| SEEDLING | | | 0056 701-93633 321.200 m | 165.00000 52998.00| 216.67000 69594.40| OVERSIZED PREDRILLED PILE HOLES | | | 0057 701-96089 1021.600 m | 118.00000 120548.80| 111.11000 113509.98| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0058 702-51005 218.100 m3 | 1000.00000 218100.00| 666.67000 145400.73| CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51110 522.600 kg | 5.50000 2874.30| 5.56000 2905.66| GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 703-51030 21634.000 kg | 1.33000 28773.22| 1.67000 36128.78| REINFORCING STEEL | | | 0061 703-51032 39643.000 kg | 1.58000 62635.94| 1.78000 70564.54| REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 326.200 m3 | 445.50000 145322.10| 611.11000 199344.08| CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05734 4.000 EACH| 1200.00000 4800.00| 1944.45000 7777.80| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0064 706-51020 22.800 m3 | 475.00000 10830.00| 666.67000 15200.08| CONCRETE, C, RAILING | | | 0065 707-05983 397.700 m | 350.00000 139195.00| 498.83000 198384.69| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0066 709-51821 LUMP| 6100.00000 6100.00| 6111.11000 6111.11| SURFACE SEAL | | | 0067 715-05048 1025.000 m | 30.00000 30750.00| 16.33000 16738.25| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05146 88.000 m | 158.10000 13912.80| 92.22000 8115.36| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0069 715-05148 29.100 m | 88.20000 2566.62| 96.65000 2812.52| PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0070 715-05149 123.800 m | 114.00000 14113.20| 95.90000 11872.42| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 107.800 m | 255.60000 27553.68| 90.04000 9706.31| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05154 64.700 m | 141.60000 9161.52| 121.03000 7830.64| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 8.500 m | 186.00000 1581.00| 161.60000 1373.60| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-05407 74.000 m | 57.00000 4218.00| 11.11000 822.14| PIPE, END BENT DRAIN, 150 mm | | | 0075 715-05697 118.300 m | 115.00000 13604.50| 109.41000 12943.20| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0076 715-05708 30.100 m | 120.00000 3612.00| 103.21000 3106.62| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0077 715-05767 174.000 m | 121.00000 21054.00| 105.11000 18289.14| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0078 715-06832 47.000 m | 195.00000 9165.00| 159.99000 7519.53| PIPE, REINFORCED CONCRETE, II, DO.3=50, | | | 750mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-46000 5.000 EACH| 246.00000 1230.00| 454.28000 2271.40| PIPE END SECTION, 300 mm | | | 0080 715-46005 3.000 EACH| 260.00000 780.00| 470.95000 1412.85| PIPE END SECTION, 375 mm | | | 0081 715-91361 6.000 m | 70.00000 420.00| 39.36000 236.16| PIPE, PVC, 150 mm | | | 0082 715-92874 8.000 m | 575.00000 4600.00| 443.16000 3545.28| PIPE ENCASEMENT | | | 0083 718-06532 1000.000 m | 4.00000 4000.00| 3.96000 3960.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0084 718-94889 232.000 m3 | 23.00000 5336.00| 34.54000 8013.28| AGGREGATE FOR UNDERDRAINS, 8 | | | 0085 718-99153 2480.000 m2 | 1.00000 2480.00| 1.02000 2529.60| GEOTEXTILES FOR UNDERDRAIN | | | 0086 720-44000 1.000 EACH| 260.00000 260.00| 338.28000 338.28| CASTING, ADJUST TO GRADE | | | 0087 720-45030 2.000 EACH| 1150.00000 2300.00| 1168.62000 2337.24| INLET, E7 | | | 0088 720-45045 6.000 EACH| 1400.00000 8400.00| 1451.15000 8706.90| INLET, J10 | | | 0089 720-45055 6.000 EACH| 1300.00000 7800.00| 1473.39000 8840.34| INLET, M10 | | | 0090 720-45275 5.000 EACH| 950.00000 4750.00| 891.41000 4457.05| PIPE CATCH BASIN, 600 mm | | | 0091 720-45410 7.000 EACH| 1700.00000 11900.00| 1533.02000 10731.14| MANHOLE, C4 | | | 0092 720-45415 1.000 EACH| 2800.00000 2800.00| 2128.20000 2128.20| MANHOLE, D4 | | | 0093 720-95422 1.000 EACH| 2300.00000 2300.00| 1917.13000 1917.13| MANHOLE, J4 | | | 0094 720-98174 4.000 EACH| 1900.00000 7600.00| 1905.76000 7623.04| INLET, B15 | | | 0095 720-98555 4.000 EACH| 1900.00000 7600.00| 1898.36000 7593.44| INLET, C15 | | | 0096 721-43005 1.000 EACH| 500.00000 500.00| 1064.12000 1064.12| AUTOMATIC DRAINAGE GATE, 375 mm | | | 0097 721-43020 1.000 EACH| 680.00000 680.00| 1219.68000 1219.68| AUTOMATIC DRAINAGE GATE, 600 mm | | | 0098 721-43030 1.000 EACH| 760.00000 760.00| 2078.26000 2078.26| AUTOMATIC DRAINAGE GATE, 750 mm | | | 0099 801-01349 7.200 m | 4.30000 30.96| 3.54000 25.49| TEMPORARY STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-06203 1744.000 m | 0.60000 1046.40| 0.66000 1151.04| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0101 801-06207 784.000 m | 2.62000 2054.08| 2.83000 2218.72| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06606 11.000 EACH| 90.00000 990.00| 145.56000 1601.16| BARRICADE, IIIB | | | 0103 801-06640 18.000 EACH| 92.00000 1656.00| 120.00000 2160.00| CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP| 2530.00000 2530.00| 32553.07000 32553.07| MAINTAINING TRAFFIC | | | 0105 802-02489 60.000 m | 33.00000 1980.00| 16.43000 985.80| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 5.011 m2 | 130.00000 651.43| 223.29000 1118.91| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 2.540 m2 | 160.00000 406.40| 292.22000 742.24| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 805-01652 285.000 m | 3.30000 940.50| 2.93000 835.05| WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0109 805-01816 4.000 EACH| 650.00000 2600.00| 837.78000 3351.12| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0110 805-01836 318.000 m | 2.00000 636.00| 2.87000 912.66| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0111 805-01842 6.000 EACH| 550.00000 3300.00| 703.33000 4219.98| HANDHOLE, SIGNAL | | | 0113 805-02072 2.000 EACH| 2500.00000 5000.00| 1541.11000 3082.22| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0114 805-02151 2.000 EACH| 380.00000 760.00| 360.00000 720.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0115 805-05673 2.000 EACH| 3200.00000 6400.00| 2590.00000 5180.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, | | | 0116 805-06592 460.000 m | 29.50000 13570.00| 27.66000 12723.60| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-78060 1.000 EACH| 7000.00000 7000.00| 6321.11000 6321.11| CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0118 805-78205 8.000 EACH| 390.00000 3120.00| 413.33000 3306.64| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0119 805-78370 4.000 EACH| 150.00000 600.00| 83.33000 333.32| PEDESTRIAN PUSH BUTTON | | | 0120 805-78445 1.000 EACH| 450.00000 450.00| 488.89000 488.89| SIGNAL SERVICE | | | 0121 805-78467 15.000 m | 5.00000 75.00| 5.56000 83.40| SIGNAL CABLE, 3C 8GA. | | | 0122 805-78470 993.000 m | 1.00000 993.00| 2.21000 2194.53| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-78480 91.000 m | 1.97000 179.27| 3.33000 303.03| SIGNAL CABLE, 3C 14GA. | | | 0124 805-78485 279.000 m | 3.00000 837.00| 3.88000 1082.52| SIGNAL CABLE, 5C 14GA. | | | 0125 805-78510 318.000 m | 2.00000 636.00| 2.87000 912.66| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78785 5.000 EACH| 400.00000 2000.00| 521.11000 2605.55| SIGNAL DETECTOR HOUSING | | | 0127 805-78795 291.000 m | 29.50000 8584.50| 27.51000 8005.41| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0128 805-78930 1.000 EACH| 650.00000 650.00| 803.33000 803.33| CONTROLLER CABINET FOUNDATION, M | | | 0129 805-86810 1.000 EACH| 2500.00000 2500.00| 3380.00000 3380.00| SERVICE POINT, II | | | 0130 805-86838 285.000 m | 3.30000 940.50| 2.93000 835.05| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0131 805-86889 736.000 m | 1.30000 956.80| 1.79000 1317.44| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0132 805-86920 24.000 EACH| 15.00000 360.00| 18.89000 453.36| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0133 805-86925 16.000 EACH| 25.00000 400.00| 31.11000 497.76| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0134 805-86930 32.000 EACH| 10.00000 320.00| 13.16000 421.12| INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-86935 20.000 EACH| 20.00000 400.00| 26.91000 538.20| INSULATING LINK, WATERPROOFED | | | 0136 805-86955 4.000 EACH| 150.00000 600.00| 55.56000 222.24| CABLE DUCT MARKER | | | 0137 805-92504 3.000 EACH| 200.00000 600.00| 230.00000 690.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0138 805-98335 1172.000 m | 11.50000 13478.00| 14.17000 16607.24| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0139 805-98336 115.000 m | 11.50000 1322.50| 14.17000 1629.55| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0140 807-02191 3.000 EACH| 550.00000 1650.00| 692.22000 2076.66| HANDHOLE, LIGHTING | | | 0141 807-02193 13.000 EACH| 550.00000 7150.00| 927.37000 12055.81| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0142 807-83652 1.000 EACH| 1275.00000 1275.00| 1156.67000 1156.67| LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0143 807-85652 12.000 EACH| 1150.00000 13800.00| 1332.22000 15986.64| LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0144 807-86615 16.000 EACH| 220.00000 3520.00| 183.33000 2933.28| LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0145 807-86910 16.000 EACH| 25.00000 400.00| 26.67000 426.72| CONNECTOR KIT, UNFUSED | | | 0146 807-86915 16.000 EACH| 28.00000 448.00| 26.67000 426.72| CONNECTOR KIT, FUSED | | | 0147 807-86950 16.000 EACH| 50.00000 800.00| 13.33000 213.28| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0148 808-06701 266.000 m | 1.05000 279.30| 1.01000 268.66| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0149 808-06703 237.200 m | 1.05000 249.06| 1.01000 239.57| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0150 808-06716 98.000 m | 1.30000 127.40| 1.82000 178.36| LINE, REMOVE | | | 0151 808-75245 1275.000 m | 1.05000 1338.75| 1.01000 1287.75| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 281 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,079,100.93 ROUTE : CALL ORDER : 281 CONTRACT ID : R -25081-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-0918397 | |ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 808-75290 53.600 m | 5.00000 268.00| 10.93000 585.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0153 808-75297 30.000 m | 10.00000 300.00| 10.93000 327.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 38.500 m | 1.55000 59.68| 2.18000 83.93| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0155 808-75320 6.000 EACH| 50.00000 300.00| 38.89000 233.34| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 6.000 EACH| 60.00000 360.00| 66.67000 400.02| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-75998 131.000 EACH| 30.00000 3930.00| 24.44000 3201.64| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0158 715-05173 12.000 m | 142.00000 1704.00| 98.17000 1178.04| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0159 715-46020 2.000 EACH| 306.00000 612.00| 914.13000 1828.26| PIPE END SECTION, 600 mm | | | 0160 715-44240 0.900 m3 | 1390.00000 1251.00| 1135.36000 1021.82| CONCRETE, A, STRUCTURES | | | 0161 703-51032 14.500 kg | 11.00000 159.50| 15.97000 231.57| REINFORCING STEEL, EPOXY COATED | | | SECTION TOTALS | $ 2,199,178.40| $ 2,230,193.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,199,178.40| $ 2,230,193.11| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE039 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 662,505.45 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 674,090.93 101.7487% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 703,512.43 106.1896% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 1400.00000 8400.00| 2333.36000 14000.16 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 35000.00000 35000.00| 16909.23000 16909.23 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33100.00000 33100.00| 33000.00000 33000.00| 59152.67000 59152.67 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 3280.05000 3280.05 CLEARING RIGHT OF WAY | | | 0005 202-74035 12.000 EACH| 60.00000 720.00| 150.00000 1800.00| 169.66000 2035.92 SIGN, REMOVE AND RESET | | | 0006 203-02020 2822.400 m3 | 16.00000 45158.40| 25.00000 70560.00| 33.01000 93167.42 EXCAVATION, UNCLASSIFIED | | | 0007 205-02224 205.000 m | 5.75000 1178.75| 5.75000 1178.75| 6.50000 1332.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 65.000 m | 9.85000 640.25| 9.85000 640.25| 11.14000 724.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 5.000 EACH| 45.00000 225.00| 45.00000 225.00| 50.90000 254.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 11.000 EACH| 55.00000 605.00| 55.00000 605.00| 62.21000 684.31 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 210-03825 1.000 EACH| 11730.00000 11730.00| 15000.00000 15000.00| 9835.27000 9835.27 SHELTER , REST AREA | | | 0012 210-03827 1.000 EACH| 4160.00000 4160.00| 3000.00000 3000.00| 4498.20000 4498.20 FOUNTAIN, DRINKING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 210-04181 7.000 EACH| 400.00000 2800.00| 700.00000 4900.00| 961.06000 6727.42 BICYCLE RACK | | | 0014 211-02060 16.040 m3 | 39.00000 625.56| 30.00000 481.20| 36.86000 591.23 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 3424.900 Mg | 15.00000 51373.50| 13.50000 46236.15| 16.72000 57264.33 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-98541 16.900 Mg | 40.00000 676.00| 53.00000 895.70| 49.49000 836.38 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0017 305-05206 3.100 Mg | 120.00000 372.00| 300.00000 930.00| 314.41000 974.67 WIDENING WITH HMA | | | 0018 402-05474 351.300 Mg | 50.00000 17565.00| 34.70000 12190.11| 29.67000 10423.07 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 248.300 Mg | 65.00000 16139.50| 41.25000 10242.38| 36.82000 9142.41 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05497 1335.200 Mg | 50.00000 66760.00| 42.90000 57280.08| 40.69000 54329.29 HMA FOR PARK ROAD | | | 0021 402-05498 90.900 Mg | 50.00000 4545.00| 56.50000 5135.85| 60.07000 5460.36 HMA FOR PARKING AREA | | | 0022 405-05517 14.920 Mg | 200.00000 2984.00| 395.00000 5893.40| 420.05000 6267.15 ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.980 Mg | 250.00000 495.00| 515.00000 1019.70| 309.97000 613.74 ASPHALT FOR TACK COAT | | | 0024 603-01932 129.600 m | 69.50000 9007.20| 135.00000 17496.00| 152.69000 19788.62 FENCE, CHAIN LINK, 2420 mm | | | 0025 603-04099 18.000 EACH| 800.00000 14400.00| 345.00000 6210.00| 390.21000 7023.78 PIPE BOLLARD | | | 0026 603-91714 565.600 m | 134.75000 76214.60| 85.00000 48076.00| 96.14000 54376.78 FENCE, RAIL, WOOD | | | 0027 603-93513 2.000 EACH| 3200.00000 6400.00| 400.00000 800.00| 452.42000 904.84 FENCE GATE, PEDESTRIAN, 1.2 m | | | 0028 604-03643 127.500 m2 | 100.00000 12750.00| 120.00000 15300.00| 113.11000 14421.53 BRICK PAVERS | | | 0029 604-06069 152.700 m2 | 70.00000 10689.00| 30.60000 4672.62| 52.53000 8021.33 CURB RAMP, CONCRETE | | | 0030 604-06367 54.000 m | 1.50000 81.00| 14.75000 796.50| 21.12000 1140.48 JOINT MATERIAL | | | 0031 604-06829 38.400 m | 100.00000 3840.00| 65.00000 2496.00| 67.86000 2605.82 BRICK , BORDER | | | 0032 604-91531 223.600 m2 | 40.00000 8944.00| 34.80000 7781.28| 70.57000 15779.45 SIDEWALK, CONCRETE, 100 mm | | | 0033 605-06155 135.000 m | 60.00000 8100.00| 49.60000 6696.00| 57.75000 7796.25 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-03671 14.000 EACH| 750.00000 10500.00| 1000.00000 14000.00| 1151.65000 16123.10 TRASH RECEPTACLE | | | 0035 611-05330 47.200 m2 | 90.00000 4248.00| 39.75000 1876.20| 54.96000 2594.11 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 615-06496 11.000 EACH| 35.00000 385.00| 50.00000 550.00| 41.85000 460.35 PARKING BARRIER | | | 0037 621-01004 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 961.39000 961.39 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 0.170 Mg | 1525.00000 259.25| 1525.00000 259.25| 1724.88000 293.23 FERTILIZER | | | 0039 621-06554 22.100 kg | 22.90000 506.09| 22.90000 506.09| 25.90000 572.39 SEED MIXTURE, U | | | 0040 621-06565 0.850 Mg | 1175.00000 998.75| 1175.00000 998.75| 1328.99000 1129.64 MULCHING MATERIAL | | | 0041 621-06570 1094.300 m3 | 45.00000 49243.50| 37.60000 41145.68| 6.79000 7430.30 TOP SOIL | | | 0042 621-06574 10942.800 m2 | 3.40000 37205.52| 3.40000 37205.52| 3.85000 42129.78 SODDING | | | 0043 621-93582 23.200 m3 | 185.00000 4292.00| 185.00000 4292.00| 209.24000 4854.37 MULCH, STONE | | | 0044 621-98038 35.500 m3 | 90.00000 3195.00| 90.00000 3195.00| 101.79000 3613.55 MULCH, HARDWOOD SHREDDED BARK | | | 0045 621-99173 14.300 kg | 24.00000 343.20| 24.00000 343.20| 27.15000 388.25 SEED MIXTURE, S | | | 0046 622-03672 LUMP| 2056.18000 2056.18| 2500.00000 2500.00| 1272.43000 1272.43 TREE PROTECTION AND TRIMMING | | | 0047 622-05631 9.000 EACH| 80.00000 720.00| 80.00000 720.00| 90.48000 814.32 PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 600 TO 900 mm | | | 0048 622-05649 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 282.76000 1131.04 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0049 622-05651 6.000 EACH| 690.00000 4140.00| 690.00000 4140.00| 780.43000 4682.58 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0050 622-05654 542.000 EACH| 16.65000 9024.30| 16.65000 9024.30| 18.83000 10205.86 PLANT, PERENNIAL | | | 0051 702-90915 5.500 m3 | 260.00000 1430.00| 750.00000 4125.00| 926.48000 5095.64 CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 711-05101 121.800 m | 42.50000 5176.50| 42.50000 5176.50| 48.07000 5854.93 EDGING , METAL, LANDSCAPE | | | 0053 712-03812 14.000 EACH| 450.00000 6300.00| 1750.00000 24500.00| 1377.36000 19283.04 BENCH | | | 0054 712-04784 1.000 EACH| 6190.00000 6190.00| 6500.00000 6500.00| 6209.48000 6209.48 STRUCTURE , GAZEBO, CEDAR | | | 0055 715-02902 2.000 EACH| 640.00000 1280.00| 300.00000 600.00| 493.36000 986.72 GATE VALVE, 25 mm | | | 0056 715-05116 6.000 m | 278.00000 1668.00| 140.00000 840.00| 139.38000 836.28 PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0057 715-05119 8.400 m | 255.00000 2142.00| 189.00000 1587.60| 118.07000 991.79 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0058 715-05123 14.500 m | 364.00000 5278.00| 203.00000 2943.50| 121.72000 1764.94 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0059 715-05149 12.000 m | 182.00000 2184.00| 98.90000 1186.80| 168.98000 2027.76 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-46005 2.000 EACH| 260.00000 520.00| 250.00000 500.00| 251.48000 502.96 PIPE END SECTION, 375 mm | | | 0061 715-46020 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 304.64000 609.28 PIPE END SECTION, 600 mm | | | 0062 720-44000 2.000 EACH| 300.00000 600.00| 375.00000 750.00| 382.50000 765.00 CASTING, ADJUST TO GRADE | | | 0063 720-45075 1.000 EACH| 1190.00000 1190.00| 1265.00000 1265.00| 1410.86000 1410.86 INLET, R13 | | | 0064 720-45270 1.000 EACH| 1480.00000 1480.00| 600.00000 600.00| 1156.38000 1156.38 PIPE CATCH BASIN, 450 mm | | | 0065 720-45410 1.000 EACH| 3290.00000 3290.00| 1870.00000 1870.00| 1559.02000 1559.02 MANHOLE, C4 | | | 0066 732-03063 1.000 EACH| 1200.00000 1200.00| 350.00000 350.00| 1596.81000 1596.81 TAPPING SLEEVE AND VALVE WITH BOX, 150 | | | mm X 150 mm X 25 mm | | | 0067 732-96629 245.000 m | 58.00000 14210.00| 27.00000 6615.00| 49.41000 12105.45 WATER LINE, 25 mm | | | 0068 801-06606 28.000 EACH| 129.00000 3612.00| 95.00000 2660.00| 107.45000 3008.60 BARRICADE, IIIB | | | 0069 801-06640 73.000 EACH| 102.00000 7446.00| 100.00000 7300.00| 113.11000 8257.03 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 4209.36000 4209.36 MAINTAINING TRAFFIC | | | 0071 802-05701 206.540 m | 32.80000 6774.51| 32.80000 6774.51| 37.10000 7662.63 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-06830 3.360 m2 | 323.00000 1085.28| 323.00000 1085.28| 365.33000 1227.51 SIGN , TRAIL HEAD | | | 0073 802-76025 26.420 m2 | 129.00000 3408.18| 129.00000 3408.18| 145.91000 3854.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 805-86805 1.000 EACH| 2758.00000 2758.00| 1800.00000 1800.00| 1522.40000 1522.40 SERVICE POINT, I | | | 0075 805-86900 1.000 EACH| 236.00000 236.00| 450.00000 450.00| 266.93000 266.93 JUNCTION BOX | | | 0076 805-98335 155.000 m | 13.86000 2148.30| 13.11000 2032.05| 15.68000 2430.40 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0077 807-02191 1.000 EACH| 609.00000 609.00| 550.00000 550.00| 688.81000 688.81 HANDHOLE, LIGHTING | | | 0078 807-04651 62.000 m | 3.15000 195.30| 10.00000 620.00| 3.56000 220.72 WIRE THW, IN FLEXIBLE CONDUIT, 3 1/C | | | 0079 807-82054 1.000 EACH| 1917.00000 1917.00| 3200.00000 3200.00| 2168.23000 2168.23 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0080 807-86750 4.000 EACH| 367.00000 1468.00| 420.00000 1680.00| 415.10000 1660.40 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0081 807-86955 2.000 EACH| 49.00000 98.00| 149.99000 299.98| 55.42000 110.84 CABLE DUCT MARKER | | | 0082 807-87620 4.000 EACH| 37.00000 148.00| 75.00000 300.00| 41.85000 167.40 LEXAN VANDAL SHIELD, INSTALL | | | 0083 808-01329 1.000 EACH| 35.00000 35.00| 96.00000 96.00| 39.59000 39.59 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0084 808-02976 10.000 EACH| 35.00000 350.00| 36.00000 360.00| 39.59000 395.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 1.2 m | | | 0085 808-03114 10.000 EACH| 60.00000 600.00| 60.00000 600.00| 67.86000 678.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0086 808-03115 10.000 EACH| 35.00000 350.00| 50.00000 500.00| 39.59000 395.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m | | | 0087 808-03775 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 67.86000 610.74 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (BIKE) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 291 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,444.11 ROUTE : 9945 CALL ORDER : 291 CONTRACT ID : R -25132-A COUNTIES : LAKE LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 808-06703 6346.200 m | 0.91000 5775.04| 1.04000 6600.05| 1.03000 6536.59 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-75240 1050.500 m | 0.91000 955.96| 1.04000 1092.52| 1.03000 1082.02 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0090 808-75260 670.700 m | 3.94000 2642.56| 4.92000 3299.84| 4.46000 2991.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0091 808-75297 41.500 m | 9.84000 408.36| 9.84000 408.36| 11.13000 461.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0092 808-75300 187.200 m | 1.96000 366.91| 1.50000 280.80| 2.22000 415.58 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0093 808-97664 2.000 EACH| 72.00000 144.00| 75.00000 150.00| 81.44000 162.88 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0094 622-05640 6.000 EACH| 75.00000 450.00| 75.00000 450.00| 84.82000 508.92 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | SECTION TOTALS | $ 662,505.45| $ 674,090.93| $ 703,512.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 662,505.45| $ 674,090.93| $ 703,512.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 136,066.56 ROUTE : SR 62 CALL ORDER : 301 CONTRACT ID : R -25133-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012300Y 012300Z SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING $ 52,250.48 100.0000% 2 35-1438628 STRADTNER, RAY EXCAVATING $ 60,156.98 115.1319% 3 35-1763075 NAAS BROTHERS TRUCKING $ 60,214.66 115.2423% 4 35-1801998 CLR, INC. $ 62,995.02 120.5635% 5 35-1145629 KOESTER EQUIPMENT, INC. & SUBSIDIARIES $ 195,635.80 374.4191% ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1438628 |(3) 35-1763075 |KOBERSTEIN TRUCKING |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING 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 110-01001 LUMP| 540.00000 540.00| 1000.00000 1000.00| 12124.00000 12124.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 5974.00000 5974.00| 3900.00000 3900.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 106 | | | 0003 202-03000 LUMP| 4065.00000 4065.00| 4300.00000 4300.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 115 | | | 0004 202-03000 LUMP| 11117.00000 11117.00| 6800.00000 6800.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0005 202-03000 LUMP| 1828.00000 1828.00| 2600.00000 2600.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0006 202-03000 LUMP| 320.00000 320.00| 300.00000 300.00| 400.00000 400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3SA | | | 0007 202-03000 LUMP| 320.00000 320.00| 500.00000 500.00| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | 0008 202-03000 LUMP| 3480.00000 3480.00| 4500.00000 4500.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | 0009 202-03000 LUMP| 7044.00000 7044.00| 7700.00000 7700.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 136,066.56 ROUTE : SR 62 CALL ORDER : 301 CONTRACT ID : R -25133-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1438628 |(3) 35-1763075 |KOBERSTEIN TRUCKING |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-03000 LUMP| 350.00000 350.00| 500.00000 500.00| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4SA | | | 0011 202-03000 LUMP| 5496.00000 5496.00| 4500.00000 4500.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 96 | | | 0012 202-03135 187.929 m2 | 16.90000 3176.00| 100.00000 18792.90| 15.45000 2903.50 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0013 621-01004 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06545 3.620 Mg | 485.00000 1755.70| 200.00000 724.00| 200.00000 724.00 FERTILIZER | | | 0015 621-06553 516.080 kg | 6.80000 3509.34| 1.00000 516.08| 2.00000 1032.16 SEED MIXTURE, R | | | 0016 621-06565 6.310 Mg | 424.00000 2675.44| 400.00000 2524.00| 100.00000 631.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 52,250.48| $ 60,156.98| $ 60,214.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,250.48| $ 60,156.98| $ 60,214.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 136,066.56 ROUTE : SR 62 CALL ORDER : 301 CONTRACT ID : R -25133-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1145629 | |CLR, INC. |KOESTER EQUIPMENT, INC. & SU| 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 110-01001 LUMP| 9800.00000 9800.00| 4000.00000 4000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6000.00000 6000.00| 26000.00000 26000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 106 | | | 0003 202-03000 LUMP| 3800.00000 3800.00| 19000.00000 19000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 115 | | | 0004 202-03000 LUMP| 7700.00000 7700.00| 51500.00000 51500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0005 202-03000 LUMP| 3300.00000 3300.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0006 202-03000 LUMP| 500.00000 500.00| 350.00000 350.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3SA | | | 0007 202-03000 LUMP| 300.00000 300.00| 350.00000 350.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43SA | | | 0008 202-03000 LUMP| 5900.00000 5900.00| 18000.00000 18000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | 0009 202-03000 LUMP| 8000.00000 8000.00| 31500.00000 31500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0010 202-03000 LUMP| 300.00000 300.00| 350.00000 350.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4SA | | | 0011 202-03000 LUMP| 3400.00000 3400.00| 20200.00000 20200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 96 | | | 0012 202-03135 187.929 m2 | 30.00000 5637.87| 39.00000 7329.23| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0013 621-01004 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06545 3.620 Mg | 494.00000 1788.28| 310.00000 1122.20| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 136,066.56 ROUTE : SR 62 CALL ORDER : 301 CONTRACT ID : R -25133-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1145629 | |CLR, INC. |KOESTER EQUIPMENT, INC. & SU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06553 516.080 kg | 5.90000 3044.87| 5.20000 2683.62| SEED MIXTURE, R | | | 0016 621-06565 6.310 Mg | 400.00000 2524.00| 325.00000 2050.75| MULCHING MATERIAL | | | SECTION TOTALS | $ 62,995.02| $ 195,635.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,995.02| $ 195,635.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,078.42 ROUTE : I-65 CALL ORDER : 321 CONTRACT ID : R -25148-A COUNTIES : CLARK LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 03/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 65010AA 65010AG SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1714030 MILES EXCAVATING, INC. IRREGULAR BID $ 39,571.00 100.0000% 2 35-1366374 CLARK NICKLES, INC. AWARD $ 68,184.26 172.3086% 3 35-1636776 LINKEL COMPANY $ 72,730.00 183.7962% 4 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 91,762.60 231.8935% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 95,000.00 240.0748% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 108,707.89 274.7160% 7 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 132,870.00 335.7761% 8 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 162,902.50 411.6714% 9 61-1013120 T & C CONTRACTING, INC. $ 245,132.50 619.4751% ==================================================================================================================================== |(1) 35-1714030 |(2) 35-1366374 |(3) 35-1636776 |MILES EXCAVATING, INC. |CLARK NICKLES, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 850.00000 850.00| 2000.00000 2000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 11000.00000 11000.00| 18500.00000 18500.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0003 202-03000 LUMP| 14812.00000 14812.00| 28750.00000 28750.00| 28000.00000 28000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0004 202-03000 LUMP| 3700.00000 3700.00| 7540.00000 7540.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0005 202-03000 LUMP| 4700.00000 4700.00| 7500.00000 7500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PRACEL | | | NO. 2 | | | 0006 621-01004 2.000 EACH| 480.00000 960.00| 5.95000 11.90| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06545 0.900 Mg | 570.00000 513.00| 5.95000 5.36| 500.00000 450.00 FERTILIZER | | | 0008 621-06553 190.000 kg | 3.90000 741.00| 8.80000 1672.00| 2.00000 380.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,078.42 ROUTE : I-65 CALL ORDER : 321 CONTRACT ID : R -25148-A COUNTIES : CLARK LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1714030 |(2) 35-1366374 |(3) 35-1636776 |MILES EXCAVATING, INC. |CLARK NICKLES, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0009 621-06565 4.500 Mg | 510.00000 2295.00| 490.00000 2205.00| 200.00000 900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 39,571.00| $ 68,184.26| $ 72,730.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,571.00| $ 68,184.26| $ 72,730.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,078.42 ROUTE : I-65 CALL ORDER : 321 CONTRACT ID : R -25148-A COUNTIES : CLARK LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-2040801 |(6) 35-1128289 |BROWN, L.L. CONSTR. CO., INC|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 4200.00000 4200.00| 4711.00000 4711.00| 5632.89000 5632.89 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 13120.00000 13120.00| 14000.00000 14000.00| 40000.00000 40000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0003 202-03000 LUMP| 28190.00000 28190.00| 34000.00000 34000.00| 37000.00000 37000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0004 202-03000 LUMP| 20450.00000 20450.00| 19000.00000 19000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0005 202-03000 LUMP| 20250.00000 20250.00| 17000.00000 17000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PRACEL | | | NO. 2 | | | 0006 621-01004 2.000 EACH| 500.00000 1000.00| 660.00000 1320.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06545 0.900 Mg | 619.00000 557.10| 660.00000 594.00| 650.00000 585.00 FERTILIZER | | | 0008 621-06553 190.000 kg | 8.95000 1700.50| 10.00000 1900.00| 9.50000 1805.00 SEED MIXTURE, R | | | 0009 621-06565 4.500 Mg | 510.00000 2295.00| 550.00000 2475.00| 530.00000 2385.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 91,762.60| $ 95,000.00| $ 108,707.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,762.60| $ 95,000.00| $ 108,707.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,078.42 ROUTE : I-65 CALL ORDER : 321 CONTRACT ID : R -25148-A COUNTIES : CLARK LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1004746 |(8) 35-1487672 |(9) 61-1013120 |TEMPLE & TEMPLE EXCAVATING |MAC CONSTRUCTION & EXCAVATIN|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| 8130.00000 8130.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 62579.00000 62579.00| 48000.00000 48000.00| 104000.00000 104000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0003 202-03000 LUMP| 40046.00000 40046.00| 75000.00000 75000.00| 99300.00000 99300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0004 202-03000 LUMP| 9920.00000 9920.00| 12300.00000 12300.00| 14600.00000 14600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0005 202-03000 LUMP| 9920.00000 9920.00| 15000.00000 15000.00| 13500.00000 13500.00 HOUSES AND BUILDINGS, REMOVE , PRACEL | | | NO. 2 | | | 0006 621-01004 2.000 EACH| 300.00000 600.00| 595.00000 1190.00| 595.00000 1190.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-06545 0.900 Mg | 700.00000 630.00| 595.00000 535.50| 595.00000 535.50 FERTILIZER | | | 0008 621-06553 190.000 kg | 7.00000 1330.00| 8.80000 1672.00| 8.80000 1672.00 SEED MIXTURE, R | | | 0009 621-06565 4.500 Mg | 410.00000 1845.00| 490.00000 2205.00| 490.00000 2205.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 132,870.00| $ 162,902.50| $ 245,132.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,870.00| $ 162,902.50| $ 245,132.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 75,072.28 ROUTE : 46 CALL ORDER : 331 CONTRACT ID : R -25149-A COUNTIES : MONROE LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 03/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 062300H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 30,232.18 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 46,245.50 152.9677% 3 35-1924539 LANGENFELD WRECKING $ 49,726.00 164.4803% 4 35-1636776 LINKEL COMPANY $ 54,345.00 179.7587% 5 35-1127746 S & G EXCAVATING INC $ 66,692.00 220.5993% 6 35-1418333 ROGERS GROUP, INC. $ 99,999.99 330.7733% 7 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 125,096.39 413.7855% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1875662 |(3) 35-1924539 |HAUER EXCAVATING |CRIDER & CRIDER, INC. |LANGENFELD WRECKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSE AND BUILDING REMOVAL | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 2400.00000 2400.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4100.00000 4100.00| 4000.00000 4000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 103 | | | 0003 202-03000 LUMP| 4250.00000 4250.00| 6500.00000 6500.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 127 | | | 0004 202-03000 LUMP| 6400.00000 6400.00| 7500.00000 7500.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0005 202-03000 LUMP| 7400.00000 7400.00| 9900.00000 9900.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 139 | | | 0006 202-03000 LUMP| 4100.00000 4100.00| 6700.00000 6700.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0007 621-01004 1.000 EACH| 500.00000 500.00| 400.00000 400.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06545 1.810 Mg | 277.78000 502.78| 550.00000 995.50| 600.00000 1086.00 FERTILIZER | | | 0009 621-06554 380.000 kg | 2.58000 980.40| 10.00000 3800.00| 8.00000 3040.00 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 75,072.28 ROUTE : 46 CALL ORDER : 331 CONTRACT ID : R -25149-A COUNTIES : MONROE LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1875662 |(3) 35-1924539 |HAUER EXCAVATING |CRIDER & CRIDER, INC. |LANGENFELD WRECKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 621-06565 9.000 Mg | 111.00000 999.00| 450.00000 4050.00| 400.00000 3600.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 30,232.18| $ 46,245.50| $ 49,726.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,232.18| $ 46,245.50| $ 49,726.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 75,072.28 ROUTE : 46 CALL ORDER : 331 CONTRACT ID : R -25149-A COUNTIES : MONROE LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1127746 |(6) 35-1418333 |LINKEL COMPANY |S & G EXCAVATING INC |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSE AND BUILDING REMOVAL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 10856.32000 10856.32 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6000.00000 6000.00| 8750.00000 8750.00| 11210.00000 11210.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 103 | | | 0003 202-03000 LUMP| 6000.00000 6000.00| 14000.00000 14000.00| 11210.00000 11210.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 127 | | | 0004 202-03000 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 16760.00000 16760.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0005 202-03000 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 27600.00000 27600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 139 | | | 0006 202-03000 LUMP| 8000.00000 8000.00| 9500.00000 9500.00| 12150.00000 12150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0007 621-01004 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 813.00000 813.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06545 1.810 Mg | 500.00000 905.00| 600.00000 1086.00| 607.00000 1098.67 FERTILIZER | | | 0009 621-06554 380.000 kg | 3.00000 1140.00| 9.20000 3496.00| 8.75000 3325.00 SEED MIXTURE, U | | | 0010 621-06565 9.000 Mg | 200.00000 1800.00| 540.00000 4860.00| 553.00000 4977.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 54,345.00| $ 66,692.00| $ 99,999.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 54,345.00| $ 66,692.00| $ 99,999.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 75,072.28 ROUTE : 46 CALL ORDER : 331 CONTRACT ID : R -25149-A COUNTIES : MONROE LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1619477 | | |BROWN, L.L. CONSTR. CO., INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSE AND BUILDING REMOVAL | | | 0001 110-01001 LUMP| 5800.00000 5800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 17250.00000 17250.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 103 | | | 0003 202-03000 LUMP| 19900.00000 19900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 127 | | | 0004 202-03000 LUMP| 23795.00000 23795.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0005 202-03000 LUMP| 26490.00000 26490.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 139 | | | 0006 202-03000 LUMP| 22250.00000 22250.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0007 621-01004 1.000 EACH| 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0008 621-06545 1.810 Mg | 619.00000 1120.39| | FERTILIZER | | | 0009 621-06554 380.000 kg | 8.95000 3401.00| | SEED MIXTURE, U | | | 0010 621-06565 9.000 Mg | 510.00000 4590.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 125,096.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 125,096.39| | ====================================================================================================================================