INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0695177 0695169 0695169 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,009,026.86 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,023,120.21 101.3967% 3 35-1065659 BROOKS CONSTRUCTION $ 1,030,991.07 102.1767% 4 62-1492793 API CONSTRUCTION CORP. $ 1,212,488.71 120.1641% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 19000.00000 19000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1300.00000 11700.00| 1454.00000 13086.00| 1200.00000 10800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 50000.00000 50000.00| 51500.00000 51500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 15000.00000 15000.00| 30500.00000 30500.00 CLEARING RIGHT OF WAY | | | 0005 202-02273 8.700 m2 | 74.00000 643.80| 34.68000 301.72| 25.00000 217.50 CENTER CURB, CONCRETE, REMOVE | | | 0006 202-02278 127.000 m | 10.00000 1270.00| 11.88000 1508.76| 14.50000 1841.50 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 4000.00000 4000.00| 3923.57000 3923.57| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 202-60820 5350.000 m2 | 0.90000 4815.00| 1.35000 7222.50| 1.32000 7062.00 SURFACE MILLING, ASPHALT | | | 0009 202-74045 20.000 EACH| 32.00000 640.00| 30.00000 600.00| 30.00000 600.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 202-90277 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00 DETECTOR HOUSING, REMOVE | | | 0011 202-96133 15.500 m | 29.00000 449.50| 51.64000 800.42| 16.00000 248.00 PIPE, REMOVE | | | 0012 202-99187 250.000 m | 5.40000 1350.00| 5.00000 1250.00| 5.00000 1250.00 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 12597.000 m3 | 5.00000 62985.00| 6.33000 79739.01| 6.06000 76337.82 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02070 300.000 m3 | 8.00000 2400.00| 8.88000 2664.00| 14.00000 4200.00 BORROW | | | 0015 205-06931 187.000 Mg | 50.00000 9350.00| 30.03000 5615.61| 45.00000 8415.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 33.000 m | 27.00000 891.00| 40.00000 1320.00| 25.00000 825.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 2435.000 m | 5.00000 12175.00| 4.60000 11201.00| 4.50000 10957.50 TEMPORARY SILT FENCE | | | 0018 207-07498 13550.000 m2 | 3.60000 48780.00| 4.80000 65040.00| 3.65000 49457.50 SUBGRADE TREATMENT, TYPE A | | | 0019 211-07454 153.000 m3 | 28.00000 4284.00| 19.78000 3026.34| 14.00000 2142.00 STRUCTURE BACKFILL | | | 0020 301-07448 4245.000 Mg | 12.00000 50940.00| 10.00000 42450.00| 10.00000 42450.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 401-06264 LUMP| 4000.00000 4000.00| 4554.00000 4554.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0022 401-07332 175.000 Mg | 42.00000 7350.00| 42.08000 7364.00| 46.00000 8050.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0023 401-07334 1315.000 Mg | 42.00000 55230.00| 46.11000 60634.65| 45.00000 59175.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 1388.000 Mg | 33.00000 45804.00| 39.05000 54201.40| 36.00000 49968.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07406 540.000 Mg | 33.00000 17820.00| 31.10000 16794.00| 35.00000 18900.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0026 401-07408 5200.000 Mg | 33.00000 171600.00| 30.00000 156000.00| 31.00000 161200.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0027 402-07432 255.000 Mg | 42.00000 10710.00| 41.81000 10661.55| 41.00000 10455.00 HMA TYPE A, SURFACE | | | 0028 402-07440 468.000 Mg | 33.00000 15444.00| 33.29000 15579.72| 36.00000 16848.00 HMA TYPE A, BASE | | | 0029 405-05517 7.800 Mg | 500.00000 3900.00| 375.00000 2925.00| 365.00000 2847.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 8.000 Mg | 250.00000 2000.00| 175.00000 1400.00| 225.00000 1800.00 ASPHALT FOR TACK COAT | | | 0032 601-07023 4.000 EACH| 4500.00000 18000.00| 4200.00000 16800.00| 4200.00000 16800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0033 602-06646 498.000 m | 85.00000 42330.00| 40.87000 20353.26| 20.00000 9960.00 TEMPORARY CONCRETE BARRIER | | | 0034 603-06040 55.000 m | 25.00000 1375.00| 24.00000 1320.00| 24.00000 1320.00 FENCE, FARM FIELD, 1190 mm | | | 0035 603-97461 270.000 m | 23.00000 6210.00| 22.00000 5940.00| 22.00000 5940.00 TEMPORARY FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 605-06120 64.000 m | 65.00000 4160.00| 64.00000 4096.00| 66.00000 4224.00 CURB, CONCRETE | | | 0037 605-06140 47.600 m | 86.00000 4093.60| 42.03000 2000.63| 91.00000 4331.60 CURB AND GUTTER, CONCRETE | | | 0038 605-06255 8.700 m2 | 118.00000 1026.60| 56.78000 493.99| 176.00000 1531.20 CENTER CURB, D, CONCRETE | | | 0039 606-07484 901.000 m | 3.65000 3288.65| 3.63000 3270.63| 6.00000 5406.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0040 607-06365 144.500 m | 200.00000 28900.00| 146.50000 21169.25| 195.00000 28177.50 PAVED SIDE DITCH, G | | | 0041 610-07486 141.000 Mg | 70.00000 9870.00| 63.11000 8898.51| 61.00000 8601.00 HMA FOR APPROACHES, TYPE A | | | 0042 611-05330 88.100 m2 | 45.00000 3964.50| 27.46000 2419.23| 56.00000 4933.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 4.000 EACH| 140.00000 560.00| 130.00000 520.00| 130.00000 520.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH| 130.00000 2340.00| 120.00000 2160.00| 120.00000 2160.00 RIGHT OF WAY MARKER | | | 0045 615-06500 7.000 EACH| 400.00000 2800.00| 400.00000 2800.00| 400.00000 2800.00 MONUMENT, A | | | 0046 615-06505 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 400.00000 2000.00 MONUMENT, B | | | 0047 615-06510 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00 MONUMENT, C | | | 0048 621-01004 3.000 EACH| 600.00000 1800.00| 750.00000 2250.00| 150.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 1800.000 m2 | 1.50000 2700.00| 1.44000 2592.00| 1.50000 2700.00 EROSION CONTROL BLANKET | | | 0050 621-06545 3.000 Mg | 500.00000 1500.00| 650.00000 1950.00| 550.00000 1650.00 FERTILIZER | | | 0051 621-06553 551.000 kg | 5.50000 3030.50| 6.50000 3581.50| 6.80000 3746.80 SEED MIXTURE, R | | | 0052 621-06557 131.000 kg | 4.50000 589.50| 6.00000 786.00| 4.50000 589.50 SEED MIXTURE, T | | | 0053 621-06565 19.600 Mg | 450.00000 8820.00| 404.00000 7918.40| 450.00000 8820.00 MULCHING MATERIAL | | | 0054 621-06567 13.500 kL | 10.00000 135.00| 0.50000 6.75| 0.50000 6.75 WATER | | | 0055 621-06574 746.000 m2 | 5.25000 3916.50| 3.75000 2797.50| 3.40000 2536.40 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-01141 3.000 EACH| 2900.00000 8700.00| 3901.01000 11703.03| 3200.00000 9600.00 GRATED BOX END SECTION, II, 6:1, MIN. | | | AREA 0.15 m2 | | | 0057 715-05048 2687.000 m | 5.00000 13435.00| 5.74000 15423.38| 14.20000 38155.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05053 344.000 m | 12.00000 4128.00| 14.04000 4829.76| 36.55000 12573.20 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05121 32.000 m | 100.00000 3200.00| 93.67000 2997.44| 125.00000 4000.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0060 715-05169 13.000 m | 105.00000 1365.00| 75.36000 979.68| 118.00000 1534.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05171 14.000 m | 110.00000 1540.00| 100.98000 1413.72| 125.00000 1750.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0062 715-05229 54.000 m | 150.00000 8100.00| 181.56000 9804.24| 205.00000 11070.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0063 715-05363 16.000 m | 175.00000 2800.00| 192.39000 3078.24| 205.00000 3280.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0064 715-46005 2.000 EACH| 275.00000 550.00| 228.67000 457.34| 170.00000 340.00 PIPE END SECTION, 375 mm | | | 0065 715-46010 6.000 EACH| 300.00000 1800.00| 261.66000 1569.96| 195.00000 1170.00 PIPE END SECTION, 450 mm | | | 0066 715-46055 1.000 EACH| 300.00000 300.00| 388.10000 388.10| 250.00000 250.00 PIPE END SECTION, MIN. AREA .17 m2 | | | 0067 718-06528 1.000 EACH| 800.00000 800.00| 437.54000 437.54| 500.00000 500.00 OUTLET PROTECTOR, 1 | | | 0068 718-06529 6.000 EACH| 500.00000 3000.00| 463.28000 2779.68| 430.00000 2580.00 OUTLET PROTECTOR, 2 | | | 0069 718-06531 6.000 EACH| 550.00000 3300.00| 514.76000 3088.56| 280.00000 1680.00 OUTLET PROTECTOR, 3 | | | 0070 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0071 718-52610 608.000 m3 | 22.00000 13376.00| 33.33000 20264.64| 32.20000 19577.60 AGGREGATE FOR UNDERDRAINS | | | 0072 718-99153 35.200 m2 | 0.39000 13.73| 1.58000 55.62| 3.50000 123.20 GEOTEXTILES FOR UNDERDRAIN | | | 0073 720-44000 2.000 EACH| 225.00000 450.00| 250.00000 500.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0074 720-45605 1.000 m | 1600.00000 1600.00| 654.23000 654.23| 1000.00000 1000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-04308 2.000 EACH| 340.00000 680.00| 315.00000 630.00| 315.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06207 4860.000 m | 3.50000 17010.00| 5.08000 24688.80| 3.28000 15940.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06218 15.000 m | 26.00000 390.00| 24.00000 360.00| 24.00000 360.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0078 801-06625 18.000 EACH| 90.00000 1620.00| 85.00000 1530.00| 85.00000 1530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0079 801-06640 24.000 EACH| 135.00000 3240.00| 125.00000 3000.00| 125.00000 3000.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 14.000 EACH| 1.00000 14.00| 1.00000 14.00| 1.00000 14.00 CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 17000.00000 17000.00| 39000.00000 39000.00| 15400.00000 15400.00 MAINTAINING TRAFFIC | | | 0082 801-07118 36.000 m | 16.00000 576.00| 15.00000 540.00| 15.00000 540.00 BARRICADE, III-A | | | 0083 801-07119 21.000 m | 6.50000 136.50| 6.00000 126.00| 6.00000 126.00 BARRICADE, III-B | | | 0084 802-05701 72.300 m | 27.00000 1952.10| 25.00000 1807.50| 25.00000 1807.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE , 1 | | | 0085 802-05702 20.400 m | 33.00000 673.20| 31.00000 632.40| 31.00000 632.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 6.980 m2 | 130.00000 907.40| 120.00000 837.60| 120.00000 837.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76035 9.340 m2 | 140.00000 1307.60| 130.00000 1214.20| 130.00000 1214.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 802-76045 1.130 m2 | 150.00000 169.50| 140.00000 158.20| 140.00000 158.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0089 804-06771 45.000 EACH| 21.00000 945.00| 21.00000 945.00| 21.00000 945.00 DELINEATOR POST, FLEXIBLE | | | 0090 805-01815 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1200.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0091 805-01842 7.000 EACH| 600.00000 4200.00| 550.00000 3850.00| 550.00000 3850.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-02087 LUMP| 160.00000 160.00| 150.00000 150.00| 150.00000 150.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0093 805-06592 311.000 m | 23.00000 7153.00| 22.00000 6842.00| 22.00000 6842.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0094 805-06834 1.000 EACH| 8300.00000 8300.00| 7900.00000 7900.00| 7900.00000 7900.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0095 805-78205 6.000 EACH| 600.00000 3600.00| 560.00000 3360.00| 560.00000 3360.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0096 805-78230 1.000 EACH| 1100.00000 1100.00| 1020.00000 1020.00| 1020.00000 1020.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0097 805-78415 3.000 EACH| 1300.00000 3900.00| 1200.00000 3600.00| 1200.00000 3600.00 SPAN, CATENARY, AND TETHER | | | 0098 805-78420 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 200.00000 600.00 DISCONNECT HANGER | | | 0099 805-78445 1.000 EACH| 500.00000 500.00| 475.00000 475.00| 475.00000 475.00 SIGNAL SERVICE | | | 0100 805-78467 16.100 m | 4.75000 76.48| 4.50000 72.45| 4.50000 72.45 SIGNAL CABLE, 3C 8GA. | | | 0101 805-78470 545.200 m | 0.70000 381.64| 0.70000 381.64| 0.70000 381.64 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0102 805-78480 23.000 m | 2.25000 51.75| 2.10000 48.30| 2.10000 48.30 SIGNAL CABLE, 3C 14GA. | | | 0103 805-78485 68.000 m | 2.60000 176.80| 2.50000 170.00| 2.50000 170.00 SIGNAL CABLE, 5C 14GA. | | | 0104 805-78490 875.800 m | 3.20000 2802.56| 2.95000 2583.61| 2.95000 2583.61 SIGNAL CABLE, 7C 14GA. | | | 0105 805-78510 1637.000 m | 2.50000 4092.50| 2.30000 3765.10| 2.30000 3765.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78785 4.000 EACH| 475.00000 1900.00| 450.00000 1800.00| 450.00000 1800.00 SIGNAL DETECTOR HOUSING | | | 0107 805-78795 159.000 m | 23.70000 3768.30| 22.00000 3498.00| 22.00000 3498.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0108 805-78925 1.000 EACH| 550.00000 550.00| 540.00000 540.00| 540.00000 540.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0109 805-81032 1.000 EACH| 2500.00000 2500.00| 2400.00000 2400.00| 2400.00000 2400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0110 805-81060 3.000 EACH| 3000.00000 9000.00| 2800.00000 8400.00| 2800.00000 8400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 805-92504 6.000 EACH| 230.00000 1380.00| 220.00000 1320.00| 220.00000 1320.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0112 805-92951 1.000 EACH| 300.00000 300.00| 275.00000 275.00| 275.00000 275.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0113 805-95466 1.000 EACH| 3400.00000 3400.00| 3200.00000 3200.00| 3200.00000 3200.00 FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0114 808-06368 21.600 m | 6.00000 129.60| 5.75000 124.20| 5.75000 124.20 TRANSVERSE MARKING, REMOVE | | | 0115 808-06701 50.000 m | 1.40000 70.00| 1.31000 65.50| 1.31000 65.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0116 808-06703 1745.000 m | 1.40000 2443.00| 1.31000 2285.95| 1.31000 2285.95 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0117 808-06713 1598.000 m | 1.05000 1677.90| 1.00000 1598.00| 1.00000 1598.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0118 808-06716 2000.000 m | 1.00000 2000.00| 0.95000 1900.00| 0.95000 1900.00 LINE, REMOVE | | | 0119 808-75215 140.000 m | 6.70000 938.00| 6.25000 875.00| 6.25000 875.00 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0120 808-75245 2209.000 m | 1.40000 3092.60| 1.31000 2893.79| 1.31000 2893.79 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75290 93.500 m | 5.50000 514.25| 5.11000 477.79| 5.11000 477.79 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0122 808-75297 49.800 m | 23.50000 1170.30| 21.90000 1090.62| 21.90000 1090.62 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75320 10.000 EACH| 130.00000 1300.00| 120.00000 1200.00| 120.00000 1200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 6.000 EACH| 140.00000 840.00| 130.00000 780.00| 130.00000 780.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-75996 60.000 EACH| 14.00000 840.00| 3.00000 180.00| 7.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0126 808-75998 150.000 EACH| 23.00000 3450.00| 22.00000 3300.00| 22.00000 3300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1139301 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 808-92027 707.000 m | 4.00000 2828.00| 3.85000 2721.95| 3.85000 2721.95 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0128 808-95933 246.000 m | 5.00000 1230.00| 4.75000 1168.50| 4.75000 1168.50 CURB PAINTING, YELLOW | | | 0129 203-90014 0.600 STA | 8400.00000 5040.00| 8603.42000 5162.05| 24364.00000 14618.40 LINEAR GRADING | | | SECTION TOTALS | $ 1,009,026.86| $ 1,023,120.21| $ 1,030,991.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,009,026.86| $ 1,023,120.21| $ 1,030,991.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1750.00000 15750.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 57000.00000 57000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 97000.00000 97000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02273 8.700 m2 | 45.00000 391.50| | CENTER CURB, CONCRETE, REMOVE | | | 0006 202-02278 127.000 m | 13.00000 1651.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 6520.00000 6520.00| | HOUSES AND BUILDINGS, REMOVE | | | 0008 202-60820 5350.000 m2 | 1.50000 8025.00| | SURFACE MILLING, ASPHALT | | | 0009 202-74045 20.000 EACH| 30.00000 600.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 202-90277 1.000 EACH| 150.00000 150.00| | DETECTOR HOUSING, REMOVE | | | 0011 202-96133 15.500 m | 78.00000 1209.00| | PIPE, REMOVE | | | 0012 202-99187 250.000 m | 5.00000 1250.00| | FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 12597.000 m3 | 8.00000 100776.00| | EXCAVATION, COMMON | | | 0014 203-02070 300.000 m3 | 12.00000 3600.00| | BORROW | | | 0015 205-06931 187.000 Mg | 30.00000 5610.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 33.000 m | 44.76000 1477.08| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 2435.000 m | 4.48000 10908.80| | TEMPORARY SILT FENCE | | | 0018 207-07498 13550.000 m2 | 4.70000 63685.00| | SUBGRADE TREATMENT, TYPE A | | | 0019 211-07454 153.000 m3 | 15.00000 2295.00| | STRUCTURE BACKFILL | | | 0020 301-07448 4245.000 Mg | 10.00000 42450.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0022 401-07332 175.000 Mg | 50.00000 8750.00| | QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0023 401-07334 1315.000 Mg | 50.00000 65750.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 1388.000 Mg | 41.00000 56908.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07406 540.000 Mg | 41.00000 22140.00| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0026 401-07408 5200.000 Mg | 41.00000 213200.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0027 402-07432 255.000 Mg | 50.00000 12750.00| | HMA TYPE A, SURFACE | | | 0028 402-07440 468.000 Mg | 41.00000 19188.00| | HMA TYPE A, BASE | | | 0029 405-05517 7.800 Mg | 400.00000 3120.00| | ASPHALT FOR PRIME COAT | | | 0030 406-05520 8.000 Mg | 225.00000 1800.00| | ASPHALT FOR TACK COAT | | | 0032 601-07023 4.000 EACH| 4200.00000 16800.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0033 602-06646 498.000 m | 76.00000 37848.00| | TEMPORARY CONCRETE BARRIER | | | 0034 603-06040 55.000 m | 24.00000 1320.00| | FENCE, FARM FIELD, 1190 mm | | | 0035 603-97461 270.000 m | 22.00000 5940.00| | TEMPORARY FENCE | | | 0036 605-06120 64.000 m | 55.00000 3520.00| | CURB, CONCRETE | | | 0037 605-06140 47.600 m | 55.00000 2618.00| | CURB AND GUTTER, CONCRETE | | | 0038 605-06255 8.700 m2 | 60.00000 522.00| | CENTER CURB, D, CONCRETE | | | 0039 606-07484 901.000 m | 2.75000 2477.75| | MILLED HMA SHOULDER CORRUGATIONS | | | 0040 607-06365 144.500 m | 150.00000 21675.00| | PAVED SIDE DITCH, G | | | 0041 610-07486 141.000 Mg | 65.00000 9165.00| | HMA FOR APPROACHES, TYPE A | | | 0042 611-05330 88.100 m2 | 40.00000 3524.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 611-06497 4.000 EACH| 130.00000 520.00| | MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH| 120.00000 2160.00| | RIGHT OF WAY MARKER | | | 0045 615-06500 7.000 EACH| 400.00000 2800.00| | MONUMENT, A | | | 0046 615-06505 5.000 EACH| 400.00000 2000.00| | MONUMENT, B | | | 0047 615-06510 4.000 EACH| 300.00000 1200.00| | MONUMENT, C | | | 0048 621-01004 3.000 EACH| 950.00000 2850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 1800.000 m2 | 1.66000 2988.00| | EROSION CONTROL BLANKET | | | 0050 621-06545 3.000 Mg | 624.00000 1872.00| | FERTILIZER | | | 0051 621-06553 551.000 kg | 6.57000 3620.07| | SEED MIXTURE, R | | | 0052 621-06557 131.000 kg | 5.82000 762.42| | SEED MIXTURE, T | | | 0053 621-06565 19.600 Mg | 476.00000 9329.60| | MULCHING MATERIAL | | | 0054 621-06567 13.500 kL | 0.55000 7.43| | WATER | | | 0055 621-06574 746.000 m2 | 6.16000 4595.36| | SODDING | | | 0056 715-01141 3.000 EACH| 2700.00000 8100.00| | GRATED BOX END SECTION, II, 6:1, MIN. | | | AREA 0.15 m2 | | | 0057 715-05048 2687.000 m | 11.00000 29557.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05053 344.000 m | 31.00000 10664.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05121 32.000 m | 89.00000 2848.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0060 715-05169 13.000 m | 98.00000 1274.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05171 14.000 m | 98.00000 1372.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0062 715-05229 54.000 m | 198.00000 10692.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 715-05363 16.000 m | 198.00000 3168.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0064 715-46005 2.000 EACH| 230.00000 460.00| | PIPE END SECTION, 375 mm | | | 0065 715-46010 6.000 EACH| 265.00000 1590.00| | PIPE END SECTION, 450 mm | | | 0066 715-46055 1.000 EACH| 275.00000 275.00| | PIPE END SECTION, MIN. AREA .17 m2 | | | 0067 718-06528 1.000 EACH| 610.00000 610.00| | OUTLET PROTECTOR, 1 | | | 0068 718-06529 6.000 EACH| 490.00000 2940.00| | OUTLET PROTECTOR, 2 | | | 0069 718-06531 6.000 EACH| 390.00000 2340.00| | OUTLET PROTECTOR, 3 | | | 0070 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0071 718-52610 608.000 m3 | 12.00000 7296.00| | AGGREGATE FOR UNDERDRAINS | | | 0072 718-99153 35.200 m2 | 3.00000 105.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0073 720-44000 2.000 EACH| 275.00000 550.00| | CASTING, ADJUST TO GRADE | | | 0074 720-45605 1.000 m | 550.00000 550.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0075 801-04308 2.000 EACH| 315.00000 630.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06207 4860.000 m | 3.28000 15940.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06218 15.000 m | 24.00000 360.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0078 801-06625 18.000 EACH| 85.00000 1530.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0079 801-06640 24.000 EACH| 125.00000 3000.00| | CONSTRUCTION SIGN, A | | | 0080 801-06645 14.000 EACH| 1.00000 14.00| | CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 17600.00000 17600.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 801-07118 36.000 m | 15.00000 540.00| | BARRICADE, III-A | | | 0083 801-07119 21.000 m | 6.00000 126.00| | BARRICADE, III-B | | | 0084 802-05701 72.300 m | 25.00000 1807.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE , 1 | | | 0085 802-05702 20.400 m | 31.00000 632.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 6.980 m2 | 120.00000 837.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76035 9.340 m2 | 130.00000 1214.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 802-76045 1.130 m2 | 140.00000 158.20| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0089 804-06771 45.000 EACH| 21.00000 945.00| | DELINEATOR POST, FLEXIBLE | | | 0090 805-01815 4.000 EACH| 1200.00000 4800.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0091 805-01842 7.000 EACH| 550.00000 3850.00| | HANDHOLE, SIGNAL | | | 0092 805-02087 LUMP| 150.00000 150.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0093 805-06592 311.000 m | 22.00000 6842.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0094 805-06834 1.000 EACH| 7900.00000 7900.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0095 805-78205 6.000 EACH| 560.00000 3360.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0096 805-78230 1.000 EACH| 1020.00000 1020.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0097 805-78415 3.000 EACH| 1200.00000 3600.00| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 805-78420 3.000 EACH| 200.00000 600.00| | DISCONNECT HANGER | | | 0099 805-78445 1.000 EACH| 475.00000 475.00| | SIGNAL SERVICE | | | 0100 805-78467 16.100 m | 4.50000 72.45| | SIGNAL CABLE, 3C 8GA. | | | 0101 805-78470 545.200 m | 0.70000 381.64| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0102 805-78480 23.000 m | 2.10000 48.30| | SIGNAL CABLE, 3C 14GA. | | | 0103 805-78485 68.000 m | 2.50000 170.00| | SIGNAL CABLE, 5C 14GA. | | | 0104 805-78490 875.800 m | 2.95000 2583.61| | SIGNAL CABLE, 7C 14GA. | | | 0105 805-78510 1637.000 m | 2.30000 3765.10| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0106 805-78785 4.000 EACH| 450.00000 1800.00| | SIGNAL DETECTOR HOUSING | | | 0107 805-78795 159.000 m | 22.00000 3498.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0108 805-78925 1.000 EACH| 540.00000 540.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0109 805-81032 1.000 EACH| 2400.00000 2400.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0110 805-81060 3.000 EACH| 2800.00000 8400.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0111 805-92504 6.000 EACH| 220.00000 1320.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0112 805-92951 1.000 EACH| 275.00000 275.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0113 805-95466 1.000 EACH| 3200.00000 3200.00| | FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0114 808-06368 21.600 m | 5.75000 124.20| | TRANSVERSE MARKING, REMOVE | | | 0115 808-06701 50.000 m | 1.31000 65.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0116 808-06703 1745.000 m | 1.31000 2285.95| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0117 808-06713 1598.000 m | 1.00000 1598.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 101 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,576,295.00 ROUTE : US 20 CALL ORDER : 101 CONTRACT ID : R -25666-A COUNTIES : STEUBEN LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 62-1492793 | | |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 808-06716 2000.000 m | 0.95000 1900.00| | LINE, REMOVE | | | 0119 808-75215 140.000 m | 6.25000 875.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0120 808-75245 2209.000 m | 1.31000 2893.79| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75290 93.500 m | 5.11000 477.79| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0122 808-75297 49.800 m | 21.90000 1090.62| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75320 10.000 EACH| 120.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 6.000 EACH| 130.00000 780.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-75996 60.000 EACH| 16.00000 960.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0126 808-75998 150.000 EACH| 22.00000 3300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0127 808-92027 707.000 m | 3.85000 2721.95| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0128 808-95933 246.000 m | 4.75000 1168.50| | CURB PAINTING, YELLOW | | | 0129 203-90014 0.600 STA | 17000.00000 10200.00| | LINEAR GRADING | | | SECTION TOTALS | $ 1,212,488.71| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,212,488.71| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 566400B N33400D N33400C OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 614,843.28 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 617,462.78 100.4260% 3 35-1035122 GARIUP CONSTRUCTION $ 643,000.01 104.5794% 4 36-2231526 WALSH CONSTR CO OF ILL $ 645,885.00 105.0487% 5 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 687,307.06 111.7857% 6 35-1489621 HRP CONSTRUCTION, INC. $ 708,216.43 115.1864% 7 35-1212938 ATLAS EXCAVATING, INC. $ 713,819.39 116.0977% 8 35-1058916 WOODRUFF & SONS, INC. $ 725,231.10 117.9538% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 743,140.33 120.8666% 10 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 761,776.99 123.8977% 11 35-1339168 LAPORTE CONSTRUCTION CO $ 817,565.13 132.9713% 12 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 897,300.00 145.9396% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1068009 |(3) 35-1035122 |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 13000.00000 13000.00| 10500.00000 10500.00| 8240.00000 8240.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2200.00000 15400.00| 1500.00000 10500.00| 2060.00000 14420.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 29750.00000 29750.00| 31366.32000 31366.32 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 6500.00000 6500.00| 24308.00000 24308.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 233.000 m2 | 20.00000 4660.00| 20.40000 4753.20| 22.66000 5279.78 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 5000.00000 5000.00| 24000.00000 24000.00| 5834.95000 5834.95 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0007 202-60820 2110.000 m2 | 1.90000 4009.00| 4.50000 9495.00| 2.67000 5633.70 SURFACE MILLING, ASPHALT | | | 0008 203-02000 790.000 m3 | 35.00000 27650.00| 28.00000 22120.00| 23.18000 18312.20 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1068009 |(3) 35-1035122 |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0009 205-06931 6.000 Mg | 165.00000 990.00| 50.00000 300.00| 146.26000 877.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1379.000 m | 5.25000 7239.75| 4.50000 6205.50| 5.56000 7667.24 TEMPORARY SILT FENCE | | | 0011 206-51230 475.000 m3 | 10.50000 4987.50| 26.00000 12350.00| 20.81000 9884.75 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 2095.000 m2 | 12.70000 26606.50| 5.25000 10998.75| 7.62000 15963.90 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 407.000 m3 | 1.00000 407.00| 30.00000 12210.00| 9.68000 3939.76 STRUCTURE BACKFILL | | | 0014 301-07448 2258.000 Mg | 17.50000 39515.00| 18.50000 41773.00| 15.35000 34660.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 167.000 Mg | 65.00000 10855.00| 65.00000 10855.00| 66.95000 11180.65 HMA TYPE A, SURFACE | | | 0016 402-07433 215.000 Mg | 55.00000 11825.00| 65.00000 13975.00| 66.95000 14394.25 HMA TYPE B, SURFACE | | | 0017 402-07438 43.000 Mg | 75.00000 3225.00| 75.00000 3225.00| 77.25000 3321.75 HMA TYPE B, INTERMEDIATE | | | 0018 402-07440 527.000 Mg | 40.00000 21080.00| 50.00000 26350.00| 51.50000 27140.50 HMA TYPE A, BASE | | | 0019 402-07441 160.000 Mg | 40.00000 6400.00| 50.00000 8000.00| 51.50000 8240.00 HMA TYPE B, BASE | | | 0020 402-07451 432.000 Mg | 40.00000 17280.00| 48.00000 20736.00| 49.44000 21358.08 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 405-05518 2502.000 m2 | 1.00000 2502.00| 0.60000 1501.20| 0.62000 1551.24 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6969.000 m2 | 0.30000 2090.70| 0.25000 1742.25| 0.21000 1463.49 ASPHALT FOR TACK COAT | | | 0023 601-01704 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1751.00000 1751.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-02103 7.620 m | 42.00000 320.04| 42.00000 320.04| 43.26000 329.64 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0025 601-06037 1.000 EACH| 635.00000 635.00| 635.00000 635.00| 654.05000 654.05 GUARDRAIL END TREATMENT, I | | | 0026 601-06854 8.000 EACH| 1700.00000 13600.00| 1700.00000 13600.00| 1751.00000 14008.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 14.000 EACH| 2000.00000 28000.00| 2000.00000 28000.00| 2060.00000 28840.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 491.490 m | 32.10000 15776.83| 32.10000 15776.83| 33.06000 16248.66 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1068009 |(3) 35-1035122 |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 610-07486 112.000 Mg | 47.50000 5320.00| 65.00000 7280.00| 66.95000 7498.40 HMA FOR APPROACHES, TYPE A | | | 0030 615-06505 10.000 EACH| 465.00000 4650.00| 465.00000 4650.00| 478.95000 4789.50 MONUMENT, B | | | 0031 615-06510 1.000 EACH| 425.00000 425.00| 425.00000 425.00| 437.75000 437.75 MONUMENT, C | | | 0032 616-02320 563.000 m2 | 3.55000 1998.65| 2.10000 1182.30| 2.94000 1655.22 GEOTEXTILES | | | 0033 616-05688 213.000 Mg | 29.90000 6368.70| 40.00000 8520.00| 44.19000 9412.47 RIPRAP, CLASS 1 | | | 0034 616-05689 38.000 Mg | 26.00000 988.00| 50.00000 1900.00| 28.63000 1087.94 RIPRAP, CLASS 2 | | | 0035 616-06405 69.000 Mg | 32.50000 2242.50| 26.42000 1822.98| 26.78000 1847.82 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 489.25000 1957.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 531.000 m2 | 2.15000 1141.65| 2.15000 1141.65| 1.49000 791.19 EROSION CONTROL BLANKET | | | 0038 621-03423 0.440 ha | 15100.00000 6644.00| 15100.00000 6644.00| 9270.00000 4078.80 NATIVE GRASSES | | | 0039 702-51015 62.600 m3 | 585.00000 36621.00| 500.00000 31300.00| 391.93000 24534.82 CONCRETE, B, FOOTINGS | | | 0040 702-51863 244.000 EACH| 13.80000 3367.20| 5.25000 1281.00| 8.27000 2017.88 FIELD DRILLED HOLE IN CONCRETE | | | 0041 702-93722 48.900 m3 | 800.00000 39120.00| 550.00000 26895.00| 1081.99000 52909.31 CONCRETE, C | | | 0042 703-51030 5996.000 kg | 2.70000 16189.20| 2.20000 13191.20| 1.46000 8754.16 REINFORCING STEEL | | | 0043 714-26708 12.600 m | 2070.00000 26082.00| 1636.00000 20613.60| 2411.23000 30381.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-26713 14.000 m | 2430.00000 34020.00| 1746.00000 24444.00| 2515.26000 35213.64 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0045 714-26724 26.800 m | 2970.00000 79596.00| 2465.00000 66062.00| 2590.45000 69424.06 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0046 715-05048 73.500 m | 30.00000 2205.00| 46.00000 3381.00| 10.30000 757.05 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 801-04308 12.000 EACH| 124.00000 1488.00| 124.00000 1488.00| 127.72000 1532.64 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1068009 |(3) 35-1035122 |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 801-06625 33.000 EACH| 56.00000 1848.00| 56.00000 1848.00| 57.68000 1903.44 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH| 122.00000 1464.00| 122.00000 1464.00| 125.66000 1507.92 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 2720.00000 2720.00| 2700.00000 2700.00| 19008.00000 19008.00 MAINTAINING TRAFFIC | | | 0051 801-07118 32.400 m | 32.80000 1062.72| 33.00000 1069.20| 33.78000 1094.47 BARRICADE, III-A | | | 0052 802-05701 69.200 m | 29.20000 2020.64| 27.00000 1868.40| 27.74000 1919.61 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 7.110 m2 | 238.00000 1692.18| 143.91000 1023.20| 148.23000 1053.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 0.720 m2 | 195.00000 140.40| 155.65000 112.07| 160.32000 115.43 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 808-06712 90.000 m | 0.98000 88.20| 1.19000 107.10| 1.03000 92.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1941.000 m | 0.98000 1902.18| 1.19000 2309.79| 1.03000 1999.23 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 1388.000 m | 0.98000 1360.24| 1.19000 1651.72| 1.03000 1429.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06726 8.000 m | 6.00000 48.00| 7.10000 56.80| 7.31000 58.48 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 202-51330 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 4181.80000 4181.80 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0061 202-51330 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 4181.80000 4181.80 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0062 202-51330 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 4181.80000 4181.80 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0063 202-02241 30.000 m | 18.10000 543.00| 32.80000 984.00| 14.42000 432.60 GUARDRAIL, REMOVE | | | 0064 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 824.00000 1648.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0065 808-75996 15.000 EACH| 15.50000 232.50| 145.00000 2175.00| 149.35000 2240.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 614,843.28| $ 617,462.78| $ 643,000.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,843.28| $ 617,462.78| $ 643,000.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1106884 |(6) 35-1489621 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 44999.06000 44999.06| 4400.00000 4400.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1400.00000 9800.00| 1850.00000 12950.00| 1250.00000 8750.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 32000.00000 32000.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 233.000 m2 | 42.90000 9995.70| 26.00000 6058.00| 15.00000 3495.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 15000.00000 15000.00| 22500.00000 22500.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0007 202-60820 2110.000 m2 | 3.00000 6330.00| 3.25000 6857.50| 4.00000 8440.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 790.000 m3 | 30.00000 23700.00| 32.70000 25833.00| 12.00000 9480.00 EXCAVATION, COMMON | | | 0009 205-06931 6.000 Mg | 248.34000 1490.04| 500.00000 3000.00| 20.00000 120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1379.000 m | 5.40000 7446.60| 5.25000 7239.75| 5.25000 7239.75 TEMPORARY SILT FENCE | | | 0011 206-51230 475.000 m3 | 11.50000 5462.50| 32.70000 15532.50| 20.00000 9500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 2095.000 m2 | 2.80000 5866.00| 3.50000 7332.50| 2.00000 4190.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 407.000 m3 | 1.00000 407.00| 32.70000 13308.90| 14.00000 5698.00 STRUCTURE BACKFILL | | | 0014 301-07448 2258.000 Mg | 14.00000 31612.00| 26.00000 58708.00| 18.00000 40644.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 167.000 Mg | 75.00000 12525.00| 65.00000 10855.00| 65.00000 10855.00 HMA TYPE A, SURFACE | | | 0016 402-07433 215.000 Mg | 65.00000 13975.00| 65.00000 13975.00| 65.00000 13975.00 HMA TYPE B, SURFACE | | | 0017 402-07438 43.000 Mg | 80.00000 3440.00| 75.00000 3225.00| 75.00000 3225.00 HMA TYPE B, INTERMEDIATE | | | 0018 402-07440 527.000 Mg | 44.00000 23188.00| 50.00000 26350.00| 50.00000 26350.00 HMA TYPE A, BASE | | | 0019 402-07441 160.000 Mg | 42.00000 6720.00| 50.00000 8000.00| 50.00000 8000.00 HMA TYPE B, BASE | | | 0020 402-07451 432.000 Mg | 44.00000 19008.00| 48.00000 20736.00| 48.00000 20736.00 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1106884 |(6) 35-1489621 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 2502.000 m2 | 1.00000 2502.00| 0.60000 1501.20| 0.60000 1501.20 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6969.000 m2 | 0.30000 2090.70| 0.20000 1393.80| 0.20000 1393.80 ASPHALT FOR TACK COAT | | | 0023 601-01704 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-02103 7.620 m | 42.00000 320.04| 42.00000 320.04| 42.00000 320.04 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0025 601-06037 1.000 EACH| 635.00000 635.00| 635.00000 635.00| 635.00000 635.00 GUARDRAIL END TREATMENT, I | | | 0026 601-06854 8.000 EACH| 1700.00000 13600.00| 1700.00000 13600.00| 1700.00000 13600.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 14.000 EACH| 2000.00000 28000.00| 2000.00000 28000.00| 2000.00000 28000.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 491.490 m | 32.10000 15776.83| 32.10000 15776.83| 32.10000 15776.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-07486 112.000 Mg | 50.00000 5600.00| 65.00000 7280.00| 65.00000 7280.00 HMA FOR APPROACHES, TYPE A | | | 0030 615-06505 10.000 EACH| 465.00000 4650.00| 465.00000 4650.00| 465.00000 4650.00 MONUMENT, B | | | 0031 615-06510 1.000 EACH| 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 MONUMENT, C | | | 0032 616-02320 563.000 m2 | 3.12000 1756.56| 3.00000 1689.00| 2.00000 1126.00 GEOTEXTILES | | | 0033 616-05688 213.000 Mg | 40.00000 8520.00| 58.00000 12354.00| 35.00000 7455.00 RIPRAP, CLASS 1 | | | 0034 616-05689 38.000 Mg | 40.00000 1520.00| 62.50000 2375.00| 40.00000 1520.00 RIPRAP, CLASS 2 | | | 0035 616-06405 69.000 Mg | 75.00000 5175.00| 40.35000 2784.15| 30.00000 2070.00 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 475.00000 1900.00| 600.00000 2400.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 531.000 m2 | 1.45000 769.95| 2.15000 1141.65| 2.15000 1141.65 EROSION CONTROL BLANKET | | | 0038 621-03423 0.440 ha | 9000.00000 3960.00| 15100.00000 6644.00| 15100.00000 6644.00 NATIVE GRASSES | | | 0039 702-51015 62.600 m3 | 449.88000 28162.49| 500.00000 31300.00| 400.00000 25040.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1106884 |(6) 35-1489621 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51863 244.000 EACH| 8.00000 1952.00| 20.00000 4880.00| 8.00000 1952.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 702-93722 48.900 m3 | 812.00000 39706.80| 550.00000 26895.00| 800.00000 39120.00 CONCRETE, C | | | 0042 703-51030 5996.000 kg | 1.19000 7135.24| 2.20000 13191.20| 1.50000 8994.00 REINFORCING STEEL | | | 0043 714-26708 12.600 m | 1100.00000 13860.00| 1750.00000 22050.00| 1000.00000 12600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-26713 14.000 m | 1300.00000 18200.00| 2025.00000 28350.00| 1100.00000 15400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0045 714-26724 26.800 m | 2000.00000 53600.00| 2620.00000 70216.00| 1750.00000 46900.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0046 715-05048 73.500 m | 13.63000 1001.81| 19.90000 1462.65| 18.00000 1323.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 801-04308 12.000 EACH| 100.00000 1200.00| 124.00000 1488.00| 65.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 33.000 EACH| 100.00000 3300.00| 56.00000 1848.00| 75.00000 2475.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH| 75.00000 900.00| 122.00000 1464.00| 59.00000 708.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 25000.00000 25000.00| 1000.00000 1000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0051 801-07118 32.400 m | 13.50000 437.40| 32.80000 1062.72| 13.50000 437.40 BARRICADE, III-A | | | 0052 802-05701 69.200 m | 24.00000 1660.80| 27.00000 1868.40| 24.00000 1660.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 7.110 m2 | 140.00000 995.40| 145.00000 1030.95| 140.00000 995.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 0.720 m2 | 147.00000 105.84| 156.00000 112.32| 147.00000 105.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 808-06712 90.000 m | 0.72000 64.80| 0.88000 79.20| 0.72000 64.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1941.000 m | 0.72000 1397.52| 0.88000 1708.08| 0.72000 1397.52 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 1388.000 m | 0.72000 999.36| 0.88000 1221.44| 0.72000 999.36 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1106884 |(6) 35-1489621 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06726 8.000 m | 4.32000 34.56| 5.41000 43.28| 34.63000 277.04 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 202-51330 LUMP| 15000.00000 15000.00| 19500.00000 19500.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0061 202-51330 LUMP| 20000.00000 20000.00| 19500.00000 19500.00| 52000.00000 52000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0062 202-51330 LUMP| 22000.00000 22000.00| 19500.00000 19500.00| 57000.00000 57000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0063 202-02241 30.000 m | 20.00000 600.00| 6.00000 180.00| 10.00000 300.00 GUARDRAIL, REMOVE | | | 0064 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0065 808-75996 15.000 EACH| 7.00000 105.00| 15.00000 225.00| 50.00000 750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 645,885.00| $ 687,307.06| $ 708,216.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 645,885.00| $ 687,307.06| $ 708,216.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1058916 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |WOODRUFF & SONS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 38000.00000 38000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1500.00000 10500.00| 2070.00000 14490.00| 1800.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 33620.00000 33620.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19000.00000 19000.00| 13500.00000 13500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 233.000 m2 | 21.00000 4893.00| 5.53000 1288.49| 20.00000 4660.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 9000.00000 9000.00| 8500.00000 8500.00| 20728.48000 20728.48 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0007 202-60820 2110.000 m2 | 4.25000 8967.50| 4.75000 10022.50| 4.00000 8440.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 790.000 m3 | 23.00000 18170.00| 25.39000 20058.10| 25.00000 19750.00 EXCAVATION, COMMON | | | 0009 205-06931 6.000 Mg | 75.00000 450.00| 20.51000 123.06| 225.00000 1350.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1379.000 m | 6.00000 8274.00| 5.25000 7239.75| 5.25000 7239.75 TEMPORARY SILT FENCE | | | 0011 206-51230 475.000 m3 | 80.00000 38000.00| 42.63000 20249.25| 30.00000 14250.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 2095.000 m2 | 18.00000 37710.00| 12.46000 26103.70| 10.43000 21850.85 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 407.000 m3 | 34.00000 13838.00| 35.00000 14245.00| 30.00000 12210.00 STRUCTURE BACKFILL | | | 0014 301-07448 2258.000 Mg | 21.00000 47418.00| 15.68000 35405.44| 25.00000 56450.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 167.000 Mg | 76.00000 12692.00| 67.00000 11189.00| 88.00000 14696.00 HMA TYPE A, SURFACE | | | 0016 402-07433 215.000 Mg | 64.00000 13760.00| 67.00000 14405.00| 76.00000 16340.00 HMA TYPE B, SURFACE | | | 0017 402-07438 43.000 Mg | 130.00000 5590.00| 79.00000 3397.00| 64.00000 2752.00 HMA TYPE B, INTERMEDIATE | | | 0018 402-07440 527.000 Mg | 49.00000 25823.00| 54.00000 28458.00| 64.00000 33728.00 HMA TYPE A, BASE | | | 0019 402-07441 160.000 Mg | 61.00000 9760.00| 54.00000 8640.00| 83.00000 13280.00 HMA TYPE B, BASE | | | 0020 402-07451 432.000 Mg | 44.00000 19008.00| 55.00000 23760.00| 76.00000 32832.00 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1058916 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |WOODRUFF & SONS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 2502.000 m2 | 1.10000 2752.20| 0.63000 1576.26| 1.00000 2502.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6969.000 m2 | 0.35000 2439.15| 0.20000 1393.80| 0.30000 2090.70 ASPHALT FOR TACK COAT | | | 0023 601-01704 1.000 EACH| 1900.00000 1900.00| 1850.00000 1850.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-02103 7.620 m | 53.00000 403.86| 46.00000 350.52| 50.00000 381.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0025 601-06037 1.000 EACH| 530.00000 530.00| 650.00000 650.00| 500.00000 500.00 GUARDRAIL END TREATMENT, I | | | 0026 601-06854 8.000 EACH| 1900.00000 15200.00| 1820.00000 14560.00| 1700.00000 13600.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 14.000 EACH| 2300.00000 32200.00| 2000.00000 28000.00| 2100.00000 29400.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 491.490 m | 32.00000 15727.68| 35.00000 17202.15| 30.00000 14744.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-07486 112.000 Mg | 52.00000 5824.00| 71.00000 7952.00| 118.00000 13216.00 HMA FOR APPROACHES, TYPE A | | | 0030 615-06505 10.000 EACH| 450.00000 4500.00| 500.00000 5000.00| 250.00000 2500.00 MONUMENT, B | | | 0031 615-06510 1.000 EACH| 500.00000 500.00| 675.00000 675.00| 250.00000 250.00 MONUMENT, C | | | 0032 616-02320 563.000 m2 | 5.00000 2815.00| 2.50000 1407.50| 3.00000 1689.00 GEOTEXTILES | | | 0033 616-05688 213.000 Mg | 43.00000 9159.00| 43.17000 9195.21| 55.00000 11715.00 RIPRAP, CLASS 1 | | | 0034 616-05689 38.000 Mg | 55.00000 2090.00| 47.46000 1803.48| 65.00000 2470.00 RIPRAP, CLASS 2 | | | 0035 616-06405 69.000 Mg | 29.00000 2001.00| 30.00000 2070.00| 45.00000 3105.00 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 500.00000 2000.00| 100.00000 400.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 531.000 m2 | 2.30000 1221.30| 2.30000 1221.30| 2.15000 1141.65 EROSION CONTROL BLANKET | | | 0038 621-03423 0.440 ha | 15000.00000 6600.00| 15500.00000 6820.00| 15100.00000 6644.00 NATIVE GRASSES | | | 0039 702-51015 62.600 m3 | 310.00000 19406.00| 440.00000 27544.00| 500.00000 31300.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1058916 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |WOODRUFF & SONS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51863 244.000 EACH| 10.00000 2440.00| 16.50000 4026.00| 10.00000 2440.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 702-93722 48.900 m3 | 725.00000 35452.50| 880.00000 43032.00| 1200.00000 58680.00 CONCRETE, C | | | 0042 703-51030 5996.000 kg | 2.15000 12891.40| 4.95000 29680.20| 2.05000 12291.80 REINFORCING STEEL | | | 0043 714-26708 12.600 m | 2060.00000 25956.00| 1642.48000 20695.25| 1600.00000 20160.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-26713 14.000 m | 2060.00000 28840.00| 1909.43000 26732.02| 1800.00000 25200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0045 714-26724 26.800 m | 2850.00000 76380.00| 2632.27000 70544.84| 2500.00000 67000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0046 715-05048 73.500 m | 28.00000 2058.00| 8.22000 604.17| 40.00000 2940.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 801-04308 12.000 EACH| 140.00000 1680.00| 71.50000 858.00| 124.00000 1488.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 33.000 EACH| 75.00000 2475.00| 82.50000 2722.50| 56.00000 1848.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH| 140.00000 1680.00| 64.90000 778.80| 122.00000 1464.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 7500.00000 7500.00| 16166.50000 16166.50| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0051 801-07118 32.400 m | 34.00000 1101.60| 14.85000 481.14| 33.00000 1069.20 BARRICADE, III-A | | | 0052 802-05701 69.200 m | 29.00000 2006.80| 32.12000 2222.70| 27.00000 1868.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 7.110 m2 | 160.00000 1137.60| 261.80000 1861.40| 145.00000 1030.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 0.720 m2 | 170.00000 122.40| 214.50000 154.44| 155.00000 111.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 808-06712 90.000 m | 1.00000 90.00| 0.77000 69.30| 0.75000 67.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1941.000 m | 1.00000 1941.00| 0.77000 1494.57| 0.75000 1455.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 1388.000 m | 1.00000 1388.00| 0.77000 1068.76| 0.75000 1041.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1058916 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |WOODRUFF & SONS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06726 8.000 m | 5.80000 46.40| 4.75000 38.00| 8.50000 68.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 202-51330 LUMP| 8000.00000 8000.00| 9500.00000 9500.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0061 202-51330 LUMP| 8000.00000 8000.00| 13000.00000 13000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0062 202-51330 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0063 202-02241 30.000 m | 7.50000 225.00| 10.00000 300.00| 11.00000 330.00 GUARDRAIL, REMOVE | | | 0064 601-97774 2.000 EACH| 1000.00000 2000.00| 880.00000 1760.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0065 808-75996 15.000 EACH| 19.00000 285.00| 5.00000 75.00| 12.00000 180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 713,819.39| $ 725,231.10| $ 743,140.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 713,819.39| $ 725,231.10| $ 743,140.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1582109 |(11) 35-1339168 |(12) 35-2031359 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 25329.47000 25329.47| 9752.17000 9752.17| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 3102.06000 21714.42| 2015.63000 14109.41| 2200.00000 15400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9880.52000 9880.52| 41864.48000 41864.48| 46000.00000 46000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20643.43000 20643.43| 12910.72000 12910.72| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 233.000 m2 | 17.55000 4089.15| 36.34000 8467.22| 16.00000 3728.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 6568.19000 6568.19| 29658.75000 29658.75| 7000.00000 7000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0007 202-60820 2110.000 m2 | 11.27000 23779.70| 3.69000 7785.90| 10.00000 21100.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 790.000 m3 | 27.35000 21606.50| 23.90000 18881.00| 60.00000 47400.00 EXCAVATION, COMMON | | | 0009 205-06931 6.000 Mg | 600.00000 3600.00| 229.33000 1375.98| 135.00000 810.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1379.000 m | 5.25000 7239.75| 5.25000 7239.75| 5.50000 7584.50 TEMPORARY SILT FENCE | | | 0011 206-51230 475.000 m3 | 31.95000 15176.25| 39.07000 18558.25| 40.00000 19000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 2095.000 m2 | 11.35000 23778.25| 2.94000 6159.30| 23.00000 48185.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 407.000 m3 | 39.88000 16231.16| 40.16000 16345.12| 34.00000 13838.00 STRUCTURE BACKFILL | | | 0014 301-07448 2258.000 Mg | 27.59000 62298.22| 20.51000 46311.58| 21.00000 47418.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 167.000 Mg | 65.00000 10855.00| 68.00000 11356.00| 82.00000 13694.00 HMA TYPE A, SURFACE | | | 0016 402-07433 215.000 Mg | 65.00000 13975.00| 58.00000 12470.00| 82.00000 17630.00 HMA TYPE B, SURFACE | | | 0017 402-07438 43.000 Mg | 75.00000 3225.00| 80.00000 3440.00| 87.00000 3741.00 HMA TYPE B, INTERMEDIATE | | | 0018 402-07440 527.000 Mg | 50.00000 26350.00| 43.60000 22977.20| 67.00000 35309.00 HMA TYPE A, BASE | | | 0019 402-07441 160.000 Mg | 50.00000 8000.00| 40.00000 6400.00| 67.00000 10720.00 HMA TYPE B, BASE | | | 0020 402-07451 432.000 Mg | 48.00000 20736.00| 42.00000 18144.00| 60.00000 25920.00 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1582109 |(11) 35-1339168 |(12) 35-2031359 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 2502.000 m2 | 0.60000 1501.20| 1.20000 3002.40| 0.80000 2001.60 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6969.000 m2 | 0.20000 1393.80| 0.36000 2508.84| 0.30000 2090.70 ASPHALT FOR TACK COAT | | | 0023 601-01704 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-02103 7.620 m | 42.00000 320.04| 42.00000 320.04| 44.00000 335.28 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0025 601-06037 1.000 EACH| 635.00000 635.00| 635.00000 635.00| 485.00000 485.00 GUARDRAIL END TREATMENT, I | | | 0026 601-06854 8.000 EACH| 1700.00000 13600.00| 1700.00000 13600.00| 1750.00000 14000.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 14.000 EACH| 2000.00000 28000.00| 2000.00000 28000.00| 2100.00000 29400.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 491.490 m | 32.10000 15776.83| 32.10000 15776.83| 34.00000 16710.66 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-07486 112.000 Mg | 65.00000 7280.00| 47.50000 5320.00| 77.00000 8624.00 HMA FOR APPROACHES, TYPE A | | | 0030 615-06505 10.000 EACH| 482.37000 4823.70| 465.00000 4650.00| 500.00000 5000.00 MONUMENT, B | | | 0031 615-06510 1.000 EACH| 295.46000 295.46| 425.00000 425.00| 450.00000 450.00 MONUMENT, C | | | 0032 616-02320 563.000 m2 | 2.89000 1627.07| 5.05000 2843.15| 3.00000 1689.00 GEOTEXTILES | | | 0033 616-05688 213.000 Mg | 73.87000 15734.31| 47.19000 10051.47| 70.00000 14910.00 RIPRAP, CLASS 1 | | | 0034 616-05689 38.000 Mg | 74.38000 2826.44| 83.22000 3162.36| 70.00000 2660.00 RIPRAP, CLASS 2 | | | 0035 616-06405 69.000 Mg | 74.06000 5110.14| 38.98000 2689.62| 52.00000 3588.00 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 610.00000 2440.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 531.000 m2 | 2.15000 1141.65| 2.15000 1141.65| 2.25000 1194.75 EROSION CONTROL BLANKET | | | 0038 621-03423 0.440 ha | 15100.00000 6644.00| 15100.00000 6644.00| 15500.00000 6820.00 NATIVE GRASSES | | | 0039 702-51015 62.600 m3 | 441.09000 27612.23| 613.23000 38388.20| 1000.00000 62600.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1582109 |(11) 35-1339168 |(12) 35-2031359 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51863 244.000 EACH| 7.86000 1917.84| 12.39000 3023.16| 11.00000 2684.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 702-93722 48.900 m3 | 1220.00000 59658.00| 2168.11000 106020.58| 2000.00000 97800.00 CONCRETE, C | | | 0042 703-51030 5996.000 kg | 1.60000 9593.60| 2.23000 13371.08| 2.50000 14990.00 REINFORCING STEEL | | | 0043 714-26708 12.600 m | 2765.85000 34849.71| 1564.72000 19715.47| 2100.00000 26460.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-26713 14.000 m | 2647.22000 37061.08| 1833.29000 25666.06| 2125.00000 29750.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0045 714-26724 26.800 m | 3636.00000 97444.80| 2412.74000 64661.43| 2850.00000 76380.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0046 715-05048 73.500 m | 13.11000 963.59| 77.98000 5731.53| 45.00000 3307.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 801-04308 12.000 EACH| 65.00000 780.00| 65.00000 780.00| 235.00000 2820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 33.000 EACH| 75.00000 2475.00| 75.00000 2475.00| 85.00000 2805.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH| 59.00000 708.00| 59.00000 708.00| 110.00000 1320.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 3315.00000 3315.00| 11733.20000 11733.20| 16728.91000 16728.91 MAINTAINING TRAFFIC | | | 0051 801-07118 32.400 m | 13.50000 437.40| 13.50000 437.40| 31.00000 1004.40 BARRICADE, III-A | | | 0052 802-05701 69.200 m | 24.00000 1660.80| 24.00000 1660.80| 30.00000 2076.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 7.110 m2 | 140.00000 995.40| 140.00000 995.40| 250.00000 1777.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 0.720 m2 | 147.00000 105.84| 147.00000 105.84| 200.00000 144.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 808-06712 90.000 m | 0.72000 64.80| 0.72000 64.80| 0.80000 72.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1941.000 m | 0.72000 1397.52| 0.72000 1397.52| 0.80000 1552.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 1388.000 m | 0.72000 999.36| 0.72000 999.36| 0.80000 1110.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 111 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,818.87 ROUTE : US 12 CALL ORDER : 111 CONTRACT ID : R -25758-A COUNTIES : PORTER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1582109 |(11) 35-1339168 |(12) 35-2031359 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06726 8.000 m | 4.37000 34.96| 4.32000 34.56| 12.00000 96.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 202-51330 LUMP| 6568.19000 6568.19| 31703.85000 31703.85| 5800.00000 5800.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0061 202-51330 LUMP| 7060.13000 7060.13| 31703.85000 31703.85| 7000.00000 7000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0062 202-51330 LUMP| 7388.09000 7388.09| 31703.85000 31703.85| 7000.00000 7000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0063 202-02241 30.000 m | 15.00000 450.00| 54.40000 1632.00| 31.00000 930.00 GUARDRAIL, REMOVE | | | 0064 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 820.00000 1640.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0065 808-75996 15.000 EACH| 50.00000 750.00| 145.00000 2175.00| 55.00000 825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 761,776.99| $ 817,565.13| $ 897,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 761,776.99| $ 817,565.13| $ 897,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0687004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 716,714.64 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 750,700.00 104.7418% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 900,991.50 125.7113% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 999,657.30 139.4777% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,097,707.27 153.1582% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL AND ROAD REHABILITATION | | | 0001 105-06845 LUMP| 10800.00000 10800.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1490.00000 13410.00| 1500.00000 13500.00| 1900.00000 17100.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 37500.00000 37500.00| 45050.00000 45050.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11932.00000 11932.00| 8500.00000 8500.00| 9010.00000 9010.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18206.00000 18206.00| 20000.00000 20000.00| 82889.00000 82889.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-51368 745.000 SYS | 14.00000 10430.00| 3.00000 2235.00| 6.00000 4470.00 SLOPEWALL, REMOVE | | | 0007 202-60820 210.000 SYS | 6.78000 1423.80| 9.00000 1890.00| 15.25000 3202.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 5788.000 CYS | 6.93000 40110.84| 10.00000 57880.00| 9.50000 54986.00 EXCAVATION, COMMON | | | 0009 203-02070 9369.000 CYS | 9.55000 89473.95| 12.60000 118049.40| 9.25000 86663.25 BORROW | | | 0010 203-51223 401.000 CYS | 13.80000 5533.80| 15.00000 6015.00| 10.00000 4010.00 EXCAVATION, WATERWAY | | | 0011 205-06932 70.000 LFT | 6.95000 486.50| 2.50000 175.00| 5.00000 350.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 2842.000 LFT | 1.60000 4547.20| 1.90000 5399.80| 1.75000 4973.50 TEMPORARY SILT FENCE | | | 0013 207-07500 2162.000 SYS | 12.40000 26808.80| 3.00000 6486.00| 8.00000 17296.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 4.000 CYS | 109.00000 436.00| 24.00000 96.00| 100.00000 400.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 212-06281 1600.000 CYS | 9.00000 14400.00| 4.25000 6800.00| 3.50000 5600.00 STOCKPILED SELECTED MATERIAL | | | 0016 212-06282 1600.000 CYS | 10.40000 16640.00| 4.75000 7600.00| 10.00000 16000.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0017 213-04324 136.000 CYS | 88.00000 11968.00| 82.00000 11152.00| 80.00000 10880.00 FLOWABLE FILL | | | 0018 303-52308 3540.000 TON | 13.10000 46374.00| 13.95000 49383.00| 17.25000 61065.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-07432 275.000 TON | 50.00000 13750.00| 44.50000 12237.50| 50.00000 13750.00 HMA TYPE A, SURFACE | | | 0020 402-07433 330.000 TON | 50.00000 16500.00| 46.00000 15180.00| 50.00000 16500.00 HMA TYPE B, SURFACE | | | 0021 402-07435 368.000 TON | 40.00000 14720.00| 35.00000 12880.00| 38.00000 13984.00 HMA TYPE A, INTERMEDIATE | | | 0022 402-07438 461.000 TON | 40.00000 18440.00| 36.50000 16826.50| 38.00000 17518.00 HMA TYPE B, INTERMEDIATE | | | 0023 402-07440 825.000 TON | 39.00000 32175.00| 39.50000 32587.50| 42.00000 34650.00 HMA TYPE A, BASE | | | 0024 402-07441 426.000 TON | 39.00000 16614.00| 50.00000 21300.00| 55.00000 23430.00 HMA TYPE B, BASE | | | 0025 405-05518 3222.000 SYS | 0.50000 1611.00| 0.85000 2738.70| 0.90000 2899.80 ASPHALT FOR PRIME COAT | | | 0026 406-05521 4217.000 SYS | 0.05000 210.85| 0.04000 168.68| 0.05000 210.85 ASPHALT FOR TACK COAT | | | 0027 601-94689 2.000 EACH| 2025.00000 4050.00| 2150.00000 4300.00| 2025.00000 4050.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 100.000 LFT | 11.00000 1100.00| 11.50000 1150.00| 11.00000 1100.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 603-04244 1.000 EACH| 3360.00000 3360.00| 9200.00000 9200.00| 4000.00000 4000.00 GATE (Canal Gate) | | | 0030 606-07484 2600.000 LFT | 0.98000 2548.00| 1.05000 2730.00| 1.00000 2600.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0031 610-05527 112.000 TON | 80.00000 8960.00| 83.25000 9324.00| 85.00000 9520.00 HMA FOR APPROACHES | | | 0032 615-06490 10.000 EACH| 114.00000 1140.00| 120.00000 1200.00| 114.00000 1140.00 RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH| 445.00000 890.00| 465.00000 930.00| 445.00000 890.00 MONUMENT, B | | | 0034 616-02320 59.000 SYS | 3.50000 206.50| 4.00000 236.00| 4.00000 236.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 30.000 TON | 29.57000 887.10| 21.00000 630.00| 40.00000 1200.00 RIPRAP, REVETMENT | | | 0036 621-01004 3.000 EACH| 400.00000 1200.00| 420.00000 1260.00| 700.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-04258 7.800 LBS | 2145.08000 16731.62| 2145.00000 16731.00| 180.00000 1404.00 SEED MIXTURE SM | | | 0038 621-04258 20.800 LBS | 341.15000 7095.92| 355.00000 7384.00| 165.00000 3432.00 SEED MIXTURE WM | | | 0039 621-06545 0.200 TON | 400.00000 80.00| 425.00000 85.00| 1000.00000 200.00 FERTILIZER | | | 0040 621-06548 10.000 LBS | 42.00000 420.00| 44.00000 440.00| 35.00000 350.00 SEED MIXTURE, CV | | | 0041 621-06553 376.000 LBS | 2.75000 1034.00| 2.90000 1090.40| 3.75000 1410.00 SEED MIXTURE, R | | | 0042 621-06557 30.000 LBS | 2.25000 67.50| 2.35000 70.50| 20.00000 600.00 SEED MIXTURE, T | | | 0043 621-06565 0.400 TON | 400.00000 160.00| 420.00000 168.00| 800.00000 320.00 MULCHING MATERIAL | | | 0044 621-06567 41.000 MG | 10.00000 410.00| 10.50000 430.50| 1.10000 45.10 WATER | | | 0045 621-07189 596.000 CYS | 45.38000 27046.48| 47.00000 28012.00| 75.00000 44700.00 COMPOST SOIL MULCH | | | 0046 621-07598 0.510 ACRE| 3500.00000 1785.00| 3600.00000 1836.00| 4000.00000 2040.00 WETLAND, WASHBOARDING | | | 0047 622-05640 110.000 EACH| 42.00000 4620.00| 44.00000 4840.00| 72.00000 7920.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0048 622-05650 3.000 EACH| 175.00000 525.00| 185.00000 555.00| 400.00000 1200.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , QUERCUS MAROCARPA | | | 0049 622-05651 52.000 EACH| 225.00000 11700.00| 235.00000 12220.00| 500.00000 26000.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , FLAXIMUS | | | AMERICANA (ASH) | | | 0050 622-05654 150.000 EACH| 6.00000 900.00| 6.40000 960.00| 4.00000 600.00 PLANT, PERENNIAL | | | 0051 622-52436 6.000 EACH| 35.00000 210.00| 37.50000 225.00| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 1195.000 EACH| 2.80000 3346.00| 4.50000 5377.50| 10.00000 11950.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-94656 9.000 CYS | 275.00000 2475.00| 405.00000 3645.00| 500.00000 4500.00 CONCRETE, B | | | 0054 713-91028 LUMP| 42173.00000 42173.00| 55000.00000 55000.00| 80000.00000 80000.00 TEMPORARY RUNAROUND | | | 0055 714-96642 LUMP| 17245.00000 17245.00| 18000.00000 18000.00| 50000.00000 50000.00 TEMPORARY RETAINING WALL | | | 0056 715-05019 102.000 LFT | 31.72000 3235.44| 60.00000 6120.00| 62.50000 6375.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0057 715-05051 20.000 LFT | 38.15000 763.00| 28.00000 560.00| 29.00000 580.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0058 715-05115 75.000 LFT | 28.60000 2145.00| 9.00000 675.00| 10.00000 750.00 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0059 715-05121 146.000 LFT | 20.64000 3013.44| 30.00000 4380.00| 24.50000 3577.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0060 715-05169 105.000 LFT | 20.40000 2142.00| 35.00000 3675.00| 13.50000 1417.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0061 715-26779 1.000 EACH| 6560.00000 6560.00| 6000.00000 6000.00| 6200.00000 6200.00 GRATED BOX END SECTION, I, 2:1, 48 IN. | | | (Modified) | | | 0062 715-26788 1.000 EACH| 7145.00000 7145.00| 7200.00000 7200.00| 8500.00000 8500.00 GRATED BOX END SECTION, I, 2:1, 60 IN. | | | Modified) | | | 0063 715-46005 2.000 EACH| 342.00000 684.00| 240.00000 480.00| 325.00000 650.00 PIPE END SECTION, 15 IN. | | | 0064 718-06531 2.000 EACH| 1270.00000 2540.00| 250.00000 500.00| 350.00000 700.00 OUTLET PROTECTOR, 3 | | | 0065 721-43010 1.000 EACH| 1315.00000 1315.00| 1600.00000 1600.00| 700.00000 700.00 AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0066 721-43035 1.000 EACH| 2327.00000 2327.00| 3000.00000 3000.00| 1000.00000 1000.00 AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0067 801-04308 2.000 EACH| 185.00000 370.00| 195.00000 390.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 2040.000 LFT | 0.36000 734.40| 0.39000 795.60| 0.35000 714.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 6400.000 LFT | 0.88000 5632.00| 0.95000 6080.00| 0.95000 6080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06640 17.000 EACH| 110.00000 1870.00| 115.00000 1955.00| 90.00000 1530.00 CONSTRUCTION SIGN, A | | | 0071 801-06645 10.000 EACH| 45.00000 450.00| 47.50000 475.00| 35.00000 350.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06649 18.000 EACH| 5.00000 90.00| 5.20000 93.60| 10.00000 180.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0073 801-06775 LUMP| 10970.00000 10970.00| 27000.00000 27000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0074 801-07118 48.000 LFT | 12.25000 588.00| 12.80000 614.40| 8.00000 384.00 BARRICADE, III-A | | | 0075 808-06712 400.000 LFT | 0.20000 80.00| 0.25000 100.00| 0.50000 200.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0076 808-06713 3200.000 LFT | 0.20000 640.00| 0.22000 704.00| 0.35000 1120.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-06716 890.000 LFT | 0.80000 712.00| 0.85000 756.50| 0.50000 445.00 LINE, REMOVE | | | 0078 808-75998 38.000 EACH| 74.75000 2840.50| 44.00000 1672.00| 28.00000 1064.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 806-06539 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 1500.00000 1500.00 TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0080 805-02087 LUMP| 1000.00000 1000.00| 4200.00000 4200.00| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 202-96151 LUMP| 1500.00000 1500.00| 3063.92000 3063.92| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 716,714.64| $ 750,700.00| $ 900,991.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 716,714.64| $ 750,700.00| $ 900,991.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1912582 | |ALPHA EXCAVATING & LANDSCAPI|EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL AND ROAD REHABILITATION | | | 0001 105-06845 LUMP| 16000.00000 16000.00| 20900.00000 20900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 1650.00000 14850.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 48400.00000 48400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 24200.00000 24200.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 33000.00000 33000.00| 22000.00000 22000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-51368 745.000 SYS | 15.00000 11175.00| 7.70000 5736.50| SLOPEWALL, REMOVE | | | 0007 202-60820 210.000 SYS | 8.00000 1680.00| 11.00000 2310.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 5788.000 CYS | 9.25000 53539.00| 12.10000 70034.80| EXCAVATION, COMMON | | | 0009 203-02070 9369.000 CYS | 9.95000 93221.55| 13.20000 123670.80| BORROW | | | 0010 203-51223 401.000 CYS | 11.00000 4411.00| 15.40000 6175.40| EXCAVATION, WATERWAY | | | 0011 205-06932 70.000 LFT | 22.25000 1557.50| 24.20000 1694.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 2842.000 LFT | 1.70000 4831.40| 2.20000 6252.40| TEMPORARY SILT FENCE | | | 0013 207-07500 2162.000 SYS | 18.00000 38916.00| 26.40000 57076.80| SUBGRADE TREATMENT, TYPE C | | | 0014 211-02060 4.000 CYS | 25.00000 100.00| 110.00000 440.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 212-06281 1600.000 CYS | 8.25000 13200.00| 13.20000 21120.00| STOCKPILED SELECTED MATERIAL | | | 0016 212-06282 1600.000 CYS | 8.75000 14000.00| 13.20000 21120.00| STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0017 213-04324 136.000 CYS | 72.00000 9792.00| 77.00000 10472.00| FLOWABLE FILL | | | 0018 303-52308 3540.000 TON | 15.00000 53100.00| 16.50000 58410.00| COMPACTED AGGREGATE, O, 53 | | | 0019 402-07432 275.000 TON | 47.00000 12925.00| 49.50000 13612.50| HMA TYPE A, SURFACE | | | 0020 402-07433 330.000 TON | 49.25000 16252.50| 55.00000 18150.00| HMA TYPE B, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1912582 | |ALPHA EXCAVATING & LANDSCAPI|EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07435 368.000 TON | 37.50000 13800.00| 38.50000 14168.00| HMA TYPE A, INTERMEDIATE | | | 0022 402-07438 461.000 TON | 39.00000 17979.00| 40.70000 18762.70| HMA TYPE B, INTERMEDIATE | | | 0023 402-07440 825.000 TON | 42.25000 34856.25| 44.00000 36300.00| HMA TYPE A, BASE | | | 0024 402-07441 426.000 TON | 52.50000 22365.00| 55.00000 23430.00| HMA TYPE B, BASE | | | 0025 405-05518 3222.000 SYS | 0.90000 2899.80| 1.10000 3544.20| ASPHALT FOR PRIME COAT | | | 0026 406-05521 4217.000 SYS | 0.50000 2108.50| 0.11000 463.87| ASPHALT FOR TACK COAT | | | 0027 601-94689 2.000 EACH| 2250.00000 4500.00| 2227.50000 4455.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 100.000 LFT | 12.00000 1200.00| 12.10000 1210.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 603-04244 1.000 EACH| 7500.00000 7500.00| 5500.00000 5500.00| GATE (Canal Gate) | | | 0030 606-07484 2600.000 LFT | 1.06000 2756.00| 1.65000 4290.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0031 610-05527 112.000 TON | 89.00000 9968.00| 93.50000 10472.00| HMA FOR APPROACHES | | | 0032 615-06490 10.000 EACH| 125.00000 1250.00| 125.40000 1254.00| RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH| 480.00000 960.00| 495.00000 990.00| MONUMENT, B | | | 0034 616-02320 59.000 SYS | 3.50000 206.50| 4.40000 259.60| GEOTEXTILES | | | 0035 616-06405 30.000 TON | 25.00000 750.00| 55.00000 1650.00| RIPRAP, REVETMENT | | | 0036 621-01004 3.000 EACH| 950.00000 2850.00| 825.00000 2475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-04258 7.800 LBS | 885.00000 6903.00| 935.00000 7293.00| SEED MIXTURE SM | | | 0038 621-04258 20.800 LBS | 716.00000 14892.80| 737.00000 15329.60| SEED MIXTURE WM | | | 0039 621-06545 0.200 TON | 525.00000 105.00| 528.00000 105.60| FERTILIZER | | | 0040 621-06548 10.000 LBS | 35.50000 355.00| 36.30000 363.00| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1912582 | |ALPHA EXCAVATING & LANDSCAPI|EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 376.000 LBS | 3.25000 1222.00| 3.30000 1240.80| SEED MIXTURE, R | | | 0042 621-06557 30.000 LBS | 15.00000 450.00| 14.30000 429.00| SEED MIXTURE, T | | | 0043 621-06565 0.400 TON | 475.00000 190.00| 484.00000 193.60| MULCHING MATERIAL | | | 0044 621-06567 41.000 MG | 75.00000 3075.00| 80.30000 3292.30| WATER | | | 0045 621-07189 596.000 CYS | 75.00000 44700.00| 77.00000 45892.00| COMPOST SOIL MULCH | | | 0046 621-07598 0.510 ACRE| 40000.00000 20400.00| 8800.00000 4488.00| WETLAND, WASHBOARDING | | | 0047 622-05640 110.000 EACH| 75.00000 8250.00| 77.00000 8470.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0048 622-05650 3.000 EACH| 425.00000 1275.00| 440.00000 1320.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , QUERCUS MAROCARPA | | | 0049 622-05651 52.000 EACH| 475.00000 24700.00| 484.00000 25168.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , FLAXIMUS | | | AMERICANA (ASH) | | | 0050 622-05654 150.000 EACH| 7.00000 1050.00| 6.60000 990.00| PLANT, PERENNIAL | | | 0051 622-52436 6.000 EACH| 27.50000 165.00| 27.50000 165.00| SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 1195.000 EACH| 6.50000 7767.50| 6.60000 7887.00| SEEDLING | | | 0053 702-94656 9.000 CYS | 450.00000 4050.00| 440.00000 3960.00| CONCRETE, B | | | 0054 713-91028 LUMP| 108000.00000 108000.00| 143000.00000 143000.00| TEMPORARY RUNAROUND | | | 0055 714-96642 LUMP| 26650.00000 26650.00| 55000.00000 55000.00| TEMPORARY RETAINING WALL | | | 0056 715-05019 102.000 LFT | 375.00000 38250.00| 121.00000 12342.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0057 715-05051 20.000 LFT | 18.00000 360.00| 44.00000 880.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0058 715-05115 75.000 LFT | 28.50000 2137.50| 33.00000 2475.00| PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0059 715-05121 146.000 LFT | 90.00000 13140.00| 44.00000 6424.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1912582 | |ALPHA EXCAVATING & LANDSCAPI|EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05169 105.000 LFT | 89.00000 9345.00| 22.00000 2310.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0061 715-26779 1.000 EACH| 5000.00000 5000.00| 7700.00000 7700.00| GRATED BOX END SECTION, I, 2:1, 48 IN. | | | (Modified) | | | 0062 715-26788 1.000 EACH| 6900.00000 6900.00| 9570.00000 9570.00| GRATED BOX END SECTION, I, 2:1, 60 IN. | | | Modified) | | | 0063 715-46005 2.000 EACH| 325.00000 650.00| 440.00000 880.00| PIPE END SECTION, 15 IN. | | | 0064 718-06531 2.000 EACH| 450.00000 900.00| 660.00000 1320.00| OUTLET PROTECTOR, 3 | | | 0065 721-43010 1.000 EACH| 4400.00000 4400.00| 1650.00000 1650.00| AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0066 721-43035 1.000 EACH| 5200.00000 5200.00| 4400.00000 4400.00| AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0067 801-04308 2.000 EACH| 200.00000 400.00| 209.00000 418.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 2040.000 LFT | 0.40000 816.00| 0.55000 1122.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 6400.000 LFT | 0.95000 6080.00| 1.10000 7040.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06640 17.000 EACH| 117.50000 1997.50| 91.30000 1552.10| CONSTRUCTION SIGN, A | | | 0071 801-06645 10.000 EACH| 49.00000 490.00| 36.30000 363.00| CONSTRUCTION SIGN, B | | | 0072 801-06649 18.000 EACH| 5.25000 94.50| 11.00000 198.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0073 801-06775 LUMP| 30000.00000 30000.00| 13200.00000 13200.00| MAINTAINING TRAFFIC | | | 0074 801-07118 48.000 LFT | 13.00000 624.00| 8.80000 422.40| BARRICADE, III-A | | | 0075 808-06712 400.000 LFT | 0.21000 84.00| 0.55000 220.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0076 808-06713 3200.000 LFT | 0.21000 672.00| 0.44000 1408.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-06716 890.000 LFT | 0.85000 756.50| 0.55000 489.50| LINE, REMOVE | | | 0078 808-75998 38.000 EACH| 45.00000 1710.00| 28.60000 1086.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,622.57 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -26062-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1912582 | |ALPHA EXCAVATING & LANDSCAPI|EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 806-06539 LUMP| 6000.00000 6000.00| 7700.00000 7700.00| TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0080 805-02087 LUMP| 500.00000 500.00| 6600.00000 6600.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 202-96151 LUMP| 500.00000 500.00| 5500.00000 5500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 999,657.30| $ 1,097,707.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,657.30| $ 1,097,707.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654310 4654310 4654310 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9990053 BERNS/WEDDLE JOINT VENTURE $ 28,146,662.83 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 28,369,480.27 100.7916% 3 36-2231526 WALSH CONSTR CO OF ILL $ 30,479,000.00 108.2863% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 34,611,990.50 122.9701% ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP| 250000.00000 250000.00| 377100.00000 377100.00| 319149.00000 319149.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 2000.00000 24000.00| 2695.67000 32348.04| 2500.00000 30000.00 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 3000.00000 3000.00| 19500.00000 19500.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 1407333.00000 1407333.00| 1220000.00000 1220000.00| 1500000.00000 1500000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 410346.00000 410346.00| 300000.00000 300000.00| 450000.00000 450000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 57854.000 m2 | 6.70000 387621.80| 4.36000 252243.44| 6.00000 347124.00 PAVEMENT, REMOVE | | | 0007 202-02241 1785.400 m | 4.80000 8569.92| 6.83000 12194.28| 7.00000 12497.80 GUARDRAIL, REMOVE | | | 0008 202-02271 1.000 EACH| 250.00000 250.00| 1798.06000 1798.06| 500.00000 500.00 HEADWALL, REMOVE | | | 0009 202-02273 807.800 m2 | 12.00000 9693.60| 13.26000 10711.43| 25.00000 20195.00 CENTER CURB, CONCRETE, REMOVE | | | 0010 202-02278 60.600 m | 6.55000 396.93| 25.24000 1529.54| 22.00000 1333.20 CURB, CONCRETE, REMOVE | | | 0011 202-02859 3.000 EACH| 500.00000 1500.00| 599.35000 1798.05| 550.00000 1650.00 GRATED BOX END SECTION, REMOVE | | | 0012 202-03783 5.000 EACH| 357.93000 1789.65| 376.38000 1881.90| 450.00000 2250.00 SIGN, PANEL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-04089 9.000 EACH| 40.74000 366.66| 42.84000 385.56| 75.00000 675.00 SIGN, SHEET, REMOVE | | | 0014 202-51330 LUMP| 334439.76000 334439.76| 140000.00000 140000.00| 175766.00000 175766.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0015 202-51330 LUMP| 402534.94000 402534.94| 375000.00000 375000.00| 422567.00000 422567.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0016 202-60820 578.000 m2 | 4.20000 2427.60| 3.45000 1994.10| 3.00000 1734.00 SURFACE MILLING, ASPHALT | | | 0017 202-74040 9.000 EACH| 355.99000 3203.91| 374.34000 3369.06| 3000.00000 27000.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74055 5.000 EACH| 1610.20000 8051.00| 1693.20000 8466.00| 5000.00000 25000.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0019 202-74075 1.000 EACH| 2347.40000 2347.40| 2468.40000 2468.40| 3000.00000 3000.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0020 202-74095 5.000 EACH| 727.50000 3637.50| 765.00000 3825.00| 500.00000 2500.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0022 202-91385 2.000 EACH| 450.00000 900.00| 1798.04000 3596.08| 300.00000 600.00 INLET, REMOVE | | | 0023 202-93763 9.000 EACH| 227.95000 2051.55| 239.70000 2157.30| 800.00000 7200.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0024 202-93974 5.000 EACH| 766.30000 3831.50| 805.80000 4029.00| 5000.00000 25000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-94793 132.830 m | 49.20000 6535.24| 29.35000 3898.56| 125.00000 16603.75 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0026 202-95027 2.000 EACH| 1000.00000 2000.00| 76.50000 153.00| 75.00000 150.00 IMPACT ATTENUATOR, REMOVE | | | 0027 202-95579 6.000 EACH| 572.30000 3433.80| 601.80000 3610.80| 350.00000 2100.00 SERVICE POINT, REMOVE | | | 0028 202-96070 12.000 EACH| 853.60000 10243.20| 897.60000 10771.20| 3000.00000 36000.00 HIGH MAST TOWER, REMOVE | | | 0029 202-96133 32.000 m | 32.80000 1049.60| 112.38000 3596.16| 85.00000 2720.00 PIPE, REMOVE | | | 0030 202-96151 LUMP| 1000.00000 1000.00| 4451.08000 4451.08| 9000.00000 9000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0031 202-98488 7.000 EACH| 150.00000 1050.00| 513.72000 3596.04| 200.00000 1400.00 PIPE END SECTION, REMOVE | | | 0032 203-02000 285320.000 m3 | 10.02000 2858906.40| 6.00000 1711920.00| 10.53000 3004419.60 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 205-03371 1224.000 m3 | 0.50000 612.00| 7.77000 9510.48| 15.12000 18506.88 SEDIMENT REMOVE | | | 0034 205-06930 24.800 Mg | 10.00000 248.00| 222.21000 5510.81| 44.48000 1103.10 SPLASHPAD, RIPRAP | | | 0035 205-06931 1830.800 Mg | 1.50000 2746.20| 23.32000 42694.26| 40.00000 73232.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0036 205-06932 194.400 m | 25.00000 4860.00| 25.03000 4865.83| 18.00000 3499.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0037 205-06933 53.000 EACH| 50.00000 2650.00| 51.00000 2703.00| 60.00000 3180.00 TEMPORARY DITCH INLET PROTECTION | | | 0038 205-06937 424.000 m | 7.50000 3180.00| 5.53000 2344.72| 7.00000 2968.00 TEMPORARY SILT FENCE | | | 0039 205-06938 393.200 m | 2.50000 983.00| 68.17000 26804.44| 22.00000 8650.40 TEMPORARY SLOPE DRAIN | | | 0040 206-51230 1275.800 m3 | 31.88000 40672.50| 21.74000 27735.89| 25.00000 31895.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0041 207-07498 2259.000 m2 | 15.80000 35692.20| 16.81000 37973.79| 9.00000 20331.00 SUBGRADE TREATMENT, TYPE A | | | 0042 210-07221 4.000 EACH| 99.91000 399.64| 105.06000 420.24| 400.92000 1603.68 SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 3 | | | 0043 210-07230 4.000 EACH| 1959.40000 7837.60| 2060.40000 8241.60| 2741.75000 10967.00 TERMINAL SERVER 8-PORT | | | 0044 210-07234 4.000 EACH| 153.26000 613.04| 161.16000 644.64| 455.92000 1823.68 SENSOR /SERIAL OUTPUT, I/O | | | 0045 210-07237 1.000 EACH| 153.26000 153.26| 161.16000 161.16| 165.00000 165.00 SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0046 210-07237 1.000 EACH| 153.26000 153.26| 161.16000 161.16| 165.00000 165.00 SPARE , SERIAL HUB | | | 0047 210-07237 1.000 EACH| 979.70000 979.70| 1030.20000 1030.20| 1100.00000 1100.00 SPARE , TERMINAL SERVER 8-PORT | | | 0048 210-07237 4.000 EACH| 99.91000 399.64| 105.06000 420.24| 110.00000 440.00 SPARE ,SURGE SUPPRESION DEVICE,120/240V,| | | TYPE 3 | | | 0049 210-07528 3.000 EACH| 358.90000 1076.70| 377.40000 1132.20| 948.75000 2846.25 HUB , SERIAL | | | 0050 210-07611 5.000 EACH| 3850.00000 19250.00| 3774.00000 18870.00| 800.00000 4000.00 ARIES FIELD PROCESSOR | | | 0051 211-06467 375.200 m3 | 47.51000 17825.75| 59.94000 22489.49| 40.00000 15008.00 AGGREGATE FOR END BENT BACKFILL | | | 0052 211-07454 35582.800 m3 | 23.84000 848293.95| 16.06000 571459.77| 16.00000 569324.80 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 213-52830 69.490 m3 | 80.00000 5559.20| 65.44000 4547.43| 125.00000 8686.25 FLOWABLE MORTAR | | | 0054 301-07448 4697.400 Mg | 18.81000 88358.09| 19.93000 93619.18| 20.00000 93948.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0055 302-06464 27230.000 m3 | 39.45000 1074223.50| 26.00000 707980.00| 30.00000 816900.00 SUBBASE FOR PCCP | | | 0056 303-07027 111843.000 Mg | 0.01000 1118.43| 1.00000 111843.00| 8.00000 894744.00 COMPACTED AGGREGATE, RECYCLED | | | 0057 304-07493 1267.000 Mg | 55.26000 70014.42| 53.65000 67974.55| 65.00000 82355.00 HMA WIDENING, TYPE B | | | 0058 401-06264 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0059 402-07433 1036.000 Mg | 46.49000 48163.64| 46.49000 48163.64| 44.00000 45584.00 HMA TYPE B, SURFACE | | | 0060 402-07438 1727.000 Mg | 37.87000 65401.49| 37.87000 65401.49| 46.00000 79442.00 HMA TYPE B, INTERMEDIATE | | | 0061 402-07441 2725.800 Mg | 35.04000 95512.03| 35.04000 95512.03| 44.00000 119935.20 HMA TYPE B, BASE | | | 0062 402-07451 542.800 Mg | 38.25000 20762.10| 38.25000 20762.10| 40.00000 21712.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0063 404-05511 4383.400 m2 | 2.03000 8898.30| 2.03000 8898.30| 1.50000 6575.10 SEAL COAT, 2 | | | 0064 405-05517 15.460 Mg | 425.69000 6581.17| 425.69000 6581.17| 450.00000 6957.00 ASPHALT FOR PRIME COAT | | | 0065 406-05520 8.330 Mg | 211.43000 1761.21| 211.43000 1761.21| 400.00000 3332.00 ASPHALT FOR TACK COAT | | | 0066 501-06266 LUMP| 6250.00000 6250.00| 16000.00000 16000.00| 8000.00000 8000.00 PROFILOGRAPH, PCCP | | | 0067 501-06322 25347.000 m2 | 29.68000 752298.96| 32.00000 811104.00| 33.00000 836451.00 QC/QA-PCCP, 275 mm | | | 0068 501-06324 88462.000 m2 | 31.30000 2768860.60| 32.00000 2830784.00| 33.00000 2919246.00 QC/QA-PCCP, 325 mm | | | 0069 501-06325 29088.000 m2 | 32.43000 943323.84| 36.70000 1067529.60| 38.00000 1105344.00 QC/QA-PCCP, 350 mm | | | 0070 502-06331 27.720 m2 | 89.00000 2467.08| 46.50000 1288.98| 93.00000 2577.96 PCCP, 350 mm | | | 0071 503-03489 7532.000 EACH| 0.01000 75.32| 5.40000 40672.80| 6.00000 45192.00 RETROFITTED TIE BARS | | | 0072 503-05240 21795.000 m | 18.72000 408002.40| 28.30000 616798.50| 20.00000 435900.00 D-1 CONTRACTION JOINT | | | 0073 503-05310 111.100 m | 324.25000 36024.18| 345.65000 38401.72| 275.00000 30552.50 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 601-01115 11.430 m | 90.80000 1037.84| 85.68000 979.32| 84.00000 960.12 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0075 601-01522 10.000 EACH| 1075.00000 10750.00| 1300.50000 13005.00| 1275.00000 12750.00 GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH| 1490.00000 1490.00| 1647.30000 1647.30| 1615.00000 1615.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-04150 1629.980 m | 58.00000 94538.84| 59.57000 97097.91| 58.40000 95190.83 GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0078 601-05999 26.000 EACH| 30.00000 780.00| 36.72000 954.72| 36.00000 936.00 CURVED TERMINAL END | | | 0079 601-06228 4.000 EACH| 51000.00000 204000.00| 54647.68000 218590.72| 52735.00000 210940.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0080 601-06238 2.000 EACH| 32000.00000 64000.00| 33191.98000 66383.96| 31700.00000 63400.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0081 601-06246 1.000 EACH| 32000.00000 32000.00| 33344.98000 33344.98| 31850.00000 31850.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0082 601-06421 1.000 EACH| 14225.00000 14225.00| 14611.50000 14611.50| 14325.00000 14325.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | 0083 601-06454 1.000 EACH| 14225.00000 14225.00| 14611.50000 14611.50| 14325.00000 14325.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0084 601-07023 10.000 EACH| 5200.00000 52000.00| 6400.50000 64005.00| 6275.00000 62750.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0085 601-94689 13.000 EACH| 1780.00000 23140.00| 1912.50000 24862.50| 1875.00000 24375.00 GUARDRAIL END TREATMENT, OS | | | 0086 601-97774 2.000 EACH| 1075.00000 2150.00| 765.00000 1530.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0087 601-99105 1108.710 m | 29.40000 32596.07| 28.92000 32063.89| 28.35000 31431.93 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0088 601-99106 15.240 m | 53.00000 807.72| 53.04000 808.33| 52.00000 792.48 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0089 601-99123 5.000 EACH| 1925.00000 9625.00| 2040.00000 10200.00| 2000.00000 10000.00 GUARDRAIL TRANSITION, GP | | | 0090 602-06639 987.000 m | 68.30000 67412.10| 56.34000 55607.58| 95.00000 93765.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0091 602-06646 10215.000 m | 48.18000 492158.70| 52.53000 536593.95| 55.00000 561825.00 TEMPORARY CONCRETE BARRIER | | | 0092 602-06729 734.000 EACH| 6.50000 4771.00| 8.11000 5952.74| 7.00000 5138.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 602-06976 43.430 m | 259.48000 11269.22| 372.80000 16190.70| 450.00000 19543.50 BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0094 602-06977 1094.740 m | 99.45000 108871.89| 152.07000 166477.11| 125.00000 136842.50 BARRIER, CONCRETE, 840 mm, MODIFIED | | | 0095 602-91266 80.000 m | 979.77000 78381.60| 1211.77000 96941.60| 1225.00000 98000.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type A | | | 0096 602-91266 246.450 m | 831.62000 204952.75| 1030.73000 254023.41| 675.00000 166353.75 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type B | | | 0097 602-91266 543.380 m | 876.97000 476527.96| 1052.04000 571657.50| 750.00000 407535.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type C | | | 0098 602-91266 210.000 m | 981.74000 206165.40| 1085.01000 227852.10| 800.00000 168000.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type D | | | 0099 602-91266 66.950 m | 1691.60000 113252.62| 1980.04000 132563.68| 1875.00000 125531.25 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type E | | | 0100 602-91266 526.450 m | 866.00000 455905.70| 1066.10000 561248.35| 700.00000 368515.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type F | | | 0101 602-91266 347.670 m | 174.32000 60605.83| 197.17000 68550.09| 300.00000 104301.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type H | | | 0102 602-91266 168.000 m | 153.38000 25767.84| 180.54000 30330.72| 200.00000 33600.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type J | | | 0103 602-91266 314.690 m | 429.71000 135225.44| 509.46000 160321.97| 275.00000 86539.75 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type K | | | 0104 602-91266 468.970 m | 1716.41000 804944.80| 1895.83000 889087.40| 1275.00000 597936.75 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type L | | | 0105 603-06045 642.000 m | 42.00000 26964.00| 24.99000 16043.58| 24.50000 15729.00 FENCE, CHAIN LINK, 1220 mm | | | 0106 604-06069 46.600 m2 | 56.80000 2646.88| 34.00000 1584.40| 55.00000 2563.00 CURB RAMP, CONCRETE | | | 0107 604-06070 212.400 m2 | 44.25000 9398.70| 36.50000 7752.60| 30.00000 6372.00 SIDEWALK, CONCRETE | | | 0108 605-06090 1984.500 m | 25.60000 50803.20| 23.00000 45643.50| 5.24000 10398.78 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 605-06095 162.400 m | 25.60000 4157.44| 25.50000 4141.20| 48.50000 7876.40 CURB, INTEGRAL, B, CONCRETE | | | 0110 605-06120 105.100 m | 72.80000 7651.28| 80.00000 8408.00| 52.00000 5465.20 CURB, CONCRETE | | | 0111 605-06140 418.600 m | 73.80000 30892.68| 51.00000 21348.60| 58.00000 24278.80 CURB AND GUTTER, CONCRETE | | | 0112 605-06200 231.900 m | 0.01000 2.32| 48.00000 11131.20| 105.00000 24349.50 CENTER CURB, A, CONCRETE | | | 0113 605-06215 501.900 m | 73.35000 36814.37| 50.00000 25095.00| 90.00000 45171.00 CENTER CURB, D, CONCRETE | | | 0114 605-94811 7.000 EACH| 500.00000 3500.00| 561.00000 3927.00| 800.00000 5600.00 CURB TURNOUT | | | 0115 605-97937 117.800 m | 61.70000 7268.26| 46.87000 5521.29| 64.00000 7539.20 CURB AND GUTTER, CONCRETE, ROLL | | | 0116 607-06175 496.000 m | 64.00000 31744.00| 41.82000 20742.72| 50.00000 24800.00 GUTTER, CONCRETE | | | 0117 607-06335 423.300 m | 85.60000 36234.48| 110.79000 46897.41| 58.00000 24551.40 PAVED SIDE DITCH, A | | | 0118 610-06259 985.200 m2 | 56.12000 55289.42| 78.62000 77456.42| 52.00000 51230.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0119 610-07487 885.000 Mg | 67.75000 59958.75| 67.75000 59958.75| 55.00000 48675.00 HMA FOR APPROACHES, TYPE B | | | 0120 611-05330 234.400 m2 | 39.95000 9364.28| 70.29000 16475.98| 47.00000 11016.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0121 611-06497 3.000 EACH| 100.00000 300.00| 188.70000 566.10| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0122 611-94923 1334.000 m2 | 32.75000 43688.50| 42.00000 56028.00| 32.00000 42688.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | , 150mm | | | 0123 611-94923 526.000 m2 | 65.75000 34584.50| 77.00000 40502.00| 64.00000 33664.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | , 325mm | | | 0124 615-06490 38.000 EACH| 92.00000 3496.00| 105.06000 3992.28| 103.00000 3914.00 RIGHT OF WAY MARKER | | | 0125 615-06505 22.000 EACH| 250.00000 5500.00| 443.70000 9761.40| 435.00000 9570.00 MONUMENT, B | | | 0126 615-06510 16.000 EACH| 175.00000 2800.00| 408.00000 6528.00| 400.00000 6400.00 MONUMENT, C | | | 0127 615-06515 57.000 EACH| 75.00000 4275.00| 102.00000 5814.00| 100.00000 5700.00 MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 616-02320 6611.000 m2 | 1.00000 6611.00| 2.38000 15734.18| 2.00000 13222.00 GEOTEXTILES | | | 0129 616-06405 2220.000 Mg | 26.36000 58519.20| 30.40000 67488.00| 29.00000 64380.00 RIPRAP, REVETMENT | | | 0130 616-06451 1104.800 Mg | 26.36000 29122.53| 29.53000 32624.74| 35.00000 38668.00 RIPRAP, UNIFORM | | | 0131 621-01004 4.000 EACH| 500.00000 2000.00| 510.00000 2040.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0132 621-06545 17.190 Mg | 602.00000 10348.38| 614.04000 10555.35| 800.00000 13752.00 FERTILIZER | | | 0133 621-06548 14.600 kg | 55.00000 803.00| 56.10000 819.06| 69.00000 1007.40 SEED MIXTURE, CV | | | 0134 621-06554 3151.500 kg | 7.30000 23005.95| 7.45000 23478.68| 3.75000 11818.13 SEED MIXTURE, U | | | 0135 621-06557 1575.750 kg | 3.90000 6145.43| 3.98000 6271.49| 3.00000 4727.25 SEED MIXTURE, T | | | 0136 621-06565 128.930 Mg | 460.00000 59307.80| 469.20000 60493.96| 400.00000 51572.00 MULCHING MATERIAL | | | 0137 621-06567 410.000 kL | 0.55000 225.50| 0.56000 229.60| 0.01000 4.10 WATER | | | 0138 621-06575 22699.000 m2 | 5.00000 113495.00| 3.06000 69458.94| 3.75000 85121.25 SODDING, NURSERY | | | 0139 701-98647 4467.000 m | 58.69000 262168.23| 93.10000 415877.70| 90.00000 402030.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0140 702-51005 759.400 m3 | 762.98000 579407.01| 576.38000 437702.97| 600.00000 455640.00 CONCRETE, A, SUBSTRUCTURE | | | 0141 702-51015 362.500 m3 | 694.01000 251578.63| 246.62000 89399.75| 450.00000 163125.00 CONCRETE, B, FOOTINGS | | | 0142 702-51110 327.400 kg | 4.48000 1466.75| 6.40000 2095.36| 9.00000 2946.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0143 702-92857 156.300 m3 | 504.94000 78922.12| 596.33000 93206.38| 625.00000 97687.50 CONCRETE, C, SUBSTRUCTURE | | | 0144 703-51030 98854.000 kg | 1.09000 107750.86| 0.94000 92922.76| 1.00000 98854.00 REINFORCING STEEL | | | 0145 703-51032 405673.000 kg | 1.35000 547658.55| 1.12000 454353.76| 1.03000 417843.19 REINFORCING STEEL, EPOXY COATED | | | 0146 703-90512 231.000 EACH| 12.19000 2815.89| 11.97000 2765.07| 21.00000 4851.00 THREADED BAR SPLICE | | | 0147 703-97703 76.000 EACH| 18.76000 1425.76| 18.71000 1421.96| 21.00000 1596.00 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 704-05892 1077.700 m3 | 504.25000 543430.23| 620.49000 668702.07| 650.00000 700505.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0149 704-51002 94.600 m3 | 763.80000 72255.48| 983.47000 93036.26| 925.00000 87505.00 CONCRETE, C, SUPERSTRUCTURE | | | 0150 706-05732 4.000 EACH| 1124.13000 4496.52| 1538.20000 6152.80| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0151 706-05734 4.000 EACH| 1260.46000 5041.84| 1538.20000 6152.80| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0152 706-51020 129.800 m3 | 660.73000 85762.75| 744.00000 96571.20| 850.00000 110330.00 CONCRETE, C, RAILING | | | 0153 707-05984 1439.200 m | 272.42000 392066.86| 269.12000 387317.50| 355.00000 510916.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0154 707-05987 221.700 m | 487.74000 108131.96| 456.84000 101281.43| 600.00000 133020.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0155 709-51821 LUMP| 3419.97000 3419.97| 3185.93000 3185.93| 3500.00000 3500.00 SURFACE SEAL , RETAINING WALL, 2G | | | 0156 709-51821 LUMP| 9681.51000 9681.51| 8508.96000 8508.96| 8120.00000 8120.00 SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP| 22383.77000 22383.77| 20341.96000 20341.96| 21220.00000 21220.00 SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP| 4829.23000 4829.23| 4294.75000 4294.75| 3470.00000 3470.00 SURFACE SEAL , STR. NO. 3 | | | 0159 711-51038 LUMP| 612186.70000 612186.70| 559919.99000 559919.99| 722345.00000 722345.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0160 714-44240 688.000 m3 | 253.11000 174139.68| 399.65000 274959.20| 375.00000 258000.00 CONCRETE, A, STRUCTURES | | | 0161 715-02246 2.000 EACH| 1685.00000 3370.00| 1579.87000 3159.74| 960.14000 1920.28 PIPE END SECTION, 1200 mm | | | 0162 715-03476 2.000 EACH| 650.00000 1300.00| 487.22000 974.44| 500.99000 1001.98 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0163 715-03584 3.000 EACH| 485.00000 1455.00| 376.36000 1129.08| 379.79000 1139.37 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0164 715-04612 9.000 m | 33.00000 297.00| 31.62000 284.58| 100.00000 900.00 PIPE ,UNDERDRAIN OUTLET, 200 mm | | | 0165 715-04855 2.000 EACH| 1345.00000 2690.00| 1167.61000 2335.22| 933.47000 1866.94 PIPE END SECTION, 1050 mm | | | 0166 715-05024 811.500 m | 172.10000 139659.15| 171.21000 138936.92| 223.63000 181475.75 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0167 715-05048 14842.700 m | 7.40000 109835.98| 6.58000 97664.97| 6.01000 89204.63 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 715-05049 1851.000 m | 10.00000 18510.00| 10.66000 19731.66| 13.12000 24285.12 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0169 715-05053 848.000 m | 32.00000 27136.00| 31.62000 26813.76| 50.54000 42857.92 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0170 715-05125 35.500 m | 150.00000 5325.00| 268.91000 9546.31| 138.88000 4930.24 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0171 715-05127 51.000 m | 230.35000 11747.85| 270.24000 13782.24| 234.25000 11946.75 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0172 715-05128 48.500 m | 219.80000 10660.30| 300.16000 14557.76| 259.44000 12582.84 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0173 715-05133 55.000 m | 289.50000 15922.50| 348.72000 19179.60| 450.71000 24789.05 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0174 715-05149 831.000 m | 65.40000 54347.40| 90.25000 74997.75| 83.97000 69779.07 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0175 715-05151 773.000 m | 74.00000 57202.00| 97.15000 75096.95| 86.88000 67158.24 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0176 715-05152 795.800 m | 79.80000 63504.84| 93.27000 74224.27| 92.33000 73476.21 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0177 715-05153 16.000 m | 114.00000 1824.00| 150.12000 2401.92| 124.91000 1998.56 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0178 715-05154 323.500 m | 110.60000 35779.10| 134.15000 43397.53| 122.53000 39638.46 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0179 715-05156 93.500 m | 173.50000 16222.25| 150.16000 14039.96| 150.80000 14099.80 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0180 715-05159 1583.000 m | 211.10000 334171.30| 252.67000 399976.61| 274.67000 434802.61 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0181 715-05163 260.000 m | 360.00000 93600.00| 434.51000 112972.60| 492.78000 128122.80 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0182 715-05164 172.000 m | 472.90000 81338.80| 525.18000 90330.96| 547.36000 94145.92 PIPE, TYPE 2, CIRCULAR, 1650 mm | | | 0183 715-05168 30.000 m | 65.40000 1962.00| 83.10000 2493.00| 80.82000 2424.60 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0184 715-05173 9.000 m | 110.65000 995.85| 201.37000 1812.33| 203.35000 1830.15 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0185 715-05175 26.000 m | 173.50000 4511.00| 144.30000 3751.80| 182.54000 4746.04 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0186 715-05217 28.200 m | 95.75000 2700.15| 57.18000 1612.48| 100.10000 2822.82 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0187 715-05218 5.200 m | 98.40000 511.68| 500.88000 2604.58| 220.07000 1144.36 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0188 715-05362 8.000 m | 109.70000 877.60| 160.02000 1280.16| 334.28000 2674.24 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 715-05422 754.200 m | 161.90000 122104.98| 209.13000 157725.85| 239.83000 180879.79 PIPE, SLOTTED DRAIN, 300 mm | | | 0190 715-05423 90.000 m | 181.10000 16299.00| 183.56000 16520.40| 296.59000 26693.10 PIPE, SLOTTED DRAIN, 375 mm | | | 0191 715-05596 50.400 m | 147.00000 7408.80| 171.37000 8637.05| 291.35000 14684.04 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0192 715-05756 25.000 m | 198.10000 4952.50| 110.74000 2768.50| 202.62000 5065.50 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0193 715-05841 2.000 EACH| 1400.00000 2800.00| 3289.01000 6578.02| 1548.88000 3097.76 CONCRETE ANCHOR, 1500 mm | | | 0194 715-05842 2.000 EACH| 1100.00000 2200.00| 3169.51000 6339.02| 1158.29000 2316.58 CONCRETE ANCHOR, 1050 mm | | | 0195 715-05889 3.000 m | 384.00000 1152.00| 298.98000 896.94| 330.15000 990.45 PIPE EXTENSION, CIRCULAR, 750 mm | | | 0196 715-06004 2.000 EACH| 1300.00000 2600.00| 3209.34000 6418.68| 1229.83000 2459.66 CONCRETE ANCHOR, 1200 mm | | | 0197 715-06337 40.000 m | 344.10000 13764.00| 269.78000 10791.20| 245.44000 9817.60 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0198 715-06720 5.600 m | 249.75000 1398.60| 130.51000 730.86| 220.67000 1235.75 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0199 715-07071 2.000 EACH| 1270.00000 2540.00| 1063.73000 2127.46| 950.99000 1901.98 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0200 715-26734 1.000 EACH| 14600.00000 14600.00| 14922.62000 14922.62| 9047.58000 9047.58 GRATED BOX END SECTION, II, 10:1, 1050 | | | mm | | | 0201 715-46000 17.000 EACH| 210.00000 3570.00| 371.42000 6314.14| 154.39000 2624.63 PIPE END SECTION, 300 mm | | | 0202 715-46005 2.000 EACH| 250.00000 500.00| 388.05000 776.10| 166.39000 332.78 PIPE END SECTION, 375 mm | | | 0203 715-46010 3.000 EACH| 350.00000 1050.00| 426.84000 1280.52| 184.40000 553.20 PIPE END SECTION, 450 mm | | | 0204 715-46020 4.000 EACH| 500.00000 2000.00| 582.07000 2328.28| 305.59000 1222.36 PIPE END SECTION, 600 mm | | | 0205 715-46030 5.000 EACH| 680.00000 3400.00| 676.30000 3381.50| 329.59000 1647.95 PIPE END SECTION, 750 mm | | | 0206 715-46040 1.000 EACH| 875.00000 875.00| 1275.36000 1275.36| 454.09000 454.09 PIPE END SECTION, 900 mm | | | 0207 715-46050 2.000 EACH| 230.00000 460.00| 465.66000 931.32| 166.39000 332.78 PIPE END SECTION, MIN. AREA .15 m2 | | | 0208 715-91361 7.300 m | 155.29000 1133.62| 280.64000 2048.67| 137.25000 1001.93 PIPE, PVC, 150 mm , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 715-91361 23.500 m | 126.27000 2967.35| 235.66000 5538.01| 22.98000 540.03 PIPE, PVC, 150 mm , STR. NO. 2 | | | 0210 715-92459 2.000 EACH| 100.00000 200.00| 288.27000 576.54| 500.00000 1000.00 PIPE END SECTION, REINSTALL | | | 0211 715-95491 11.300 m | 81.85000 924.91| 87.74000 991.46| 350.00000 3955.00 PIPE, RELAID, 450 mm | | | 0212 715-96881 2.000 EACH| 2160.00000 4320.00| 1746.16000 3492.32| 1530.36000 3060.72 PIPE END SECTION, 1350 mm | | | 0213 715-97690 1.000 EACH| 5000.00000 5000.00| 9156.48000 9156.48| 9047.58000 9047.58 GRATED BOX END SECTION, II, 10:1, 750 mm| | | 0214 715-97693 1.000 EACH| 8000.00000 8000.00| 12644.32000 12644.32| 9047.58000 9047.58 GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0215 715-98974 1.000 EACH| 11850.00000 11850.00| 8234.07000 8234.07| 9047.58000 9047.58 GRATED BOX END SECTION, II, 6:1, 900 mm | | | 0216 716-04892 98.000 m | 1350.00000 132300.00| 1669.01000 163562.98| 1575.00000 154350.00 PIPE, JACKED , 1050 mm | | | 0217 716-04892 206.000 m | 500.00000 103000.00| 2218.66000 457043.96| 2125.00000 437750.00 PIPE, JACKED , 1350 mm | | | 0218 718-06528 33.000 EACH| 475.00000 15675.00| 586.50000 19354.50| 630.16000 20795.28 OUTLET PROTECTOR, 1 | | | 0219 718-06529 2.000 EACH| 450.00000 900.00| 561.00000 1122.00| 630.17000 1260.34 OUTLET PROTECTOR, 2 | | | 0220 718-06531 7.000 EACH| 425.00000 2975.00| 535.50000 3748.50| 630.16000 4411.12 OUTLET PROTECTOR, 3 | | | 0221 718-06532 2000.000 m | 3.30000 6600.00| 3.35000 6700.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0222 718-52610 6510.110 m3 | 29.70000 193350.27| 35.19000 229090.77| 28.00000 182283.08 AGGREGATE FOR UNDERDRAINS | | | 0223 720-01894 6.000 EACH| 400.00000 2400.00| 681.96000 4091.76| 900.00000 5400.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0224 720-04682 2.000 EACH| 100.00000 200.00| 1017.71000 2035.42| 725.00000 1450.00 INLET , Reset | | | 0225 720-06607 4.000 EACH| 1160.00000 4640.00| 1014.05000 4056.20| 229.79000 919.16 SLOTTED DRAIN PIPE CLEANOUT PORT , Type | | | II | | | 0226 720-06607 4.000 EACH| 1280.00000 5120.00| 1110.51000 4442.04| 239.79000 959.16 SLOTTED DRAIN PIPE CLEANOUT PORT , Type | | | II, Modified | | | 0227 720-44000 11.000 EACH| 250.00000 2750.00| 349.36000 3842.96| 700.00000 7700.00 CASTING, ADJUST TO GRADE | | | 0228 720-45030 22.000 EACH| 860.00000 18920.00| 1017.71000 22389.62| 1039.97000 22879.34 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 720-45035 9.000 EACH| 910.00000 8190.00| 1035.44000 9318.96| 1150.05000 10350.45 INLET, F7 | | | 0230 720-45041 10.000 EACH| 2790.00000 27900.00| 1388.81000 13888.10| 3213.88000 32138.80 INLET, H5 | | | 0231 720-45045 9.000 EACH| 1085.00000 9765.00| 1236.11000 11124.99| 1611.13000 14500.17 INLET, J10 | | | 0232 720-45055 2.000 EACH| 1100.00000 2200.00| 1223.92000 2447.84| 1733.35000 3466.70 INLET, M10 | | | 0233 720-45065 2.000 EACH| 2100.00000 4200.00| 2252.02000 4504.04| 4158.20000 8316.40 INLET, N12 | | | 0234 720-45075 8.000 EACH| 1250.00000 10000.00| 1358.99000 10871.92| 1544.80000 12358.40 INLET, R13 | | | 0235 720-45115 1.000 EACH| 1100.00000 1100.00| 932.70000 932.70| 1625.61000 1625.61 INLET, A8, MODIFIED | | | 0236 720-45130 2.000 EACH| 880.00000 1760.00| 1015.49000 2030.98| 1331.30000 2662.60 INLET, E7, MODIFIED | | | 0237 720-45135 3.000 EACH| 1150.00000 3450.00| 1037.66000 3112.98| 1250.14000 3750.42 INLET, F7, MODIFIED | | | 0238 720-45140 6.000 EACH| 1950.00000 11700.00| 1877.65000 11265.90| 1680.34000 10082.04 INLET, G7, MODIFIED | | | 0239 720-45141 20.000 EACH| 1430.00000 28600.00| 1388.81000 27776.20| 2708.90000 54178.00 INLET, H5, MODIFIED | | | 0240 720-45145 2.000 EACH| 1070.00000 2140.00| 1223.92000 2447.84| 1928.91000 3857.82 INLET, J10, MODIFIED | | | 0241 720-45265 1.000 EACH| 750.00000 750.00| 963.21000 963.21| 1679.66000 1679.66 PIPE CATCH BASIN, 375 mm | | | 0242 720-45410 7.000 EACH| 1540.00000 10780.00| 2436.61000 17056.27| 2267.91000 15875.37 MANHOLE, C4 | | | 0243 720-45415 12.000 EACH| 4800.00000 57600.00| 4246.09000 50953.08| 3208.95000 38507.40 MANHOLE, D4 | | | 0244 720-45416 3.000 EACH| 16000.00000 48000.00| 8108.67000 24326.01| 5727.70000 17183.10 MANHOLE, E4 | | | 0245 720-45515 1.000 EACH| 5150.00000 5150.00| 3895.60000 3895.60| 3202.72000 3202.72 MANHOLE, D4, MODIFIED | | | 0246 720-45605 3.100 m | 650.00000 2015.00| 1163.15000 3605.77| 800.00000 2480.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0247 720-94847 5.000 EACH| 1450.00000 7250.00| 1381.05000 6905.25| 1491.55000 7457.75 INLET, R13, MODIFIED | | | 0248 720-95409 2.000 EACH| 2585.00000 5170.00| 2784.89000 5569.78| 4250.84000 8501.68 MANHOLE, J4, MODIFIED | | | 0249 720-96554 1.000 EACH| 1300.00000 1300.00| 1230.57000 1230.57| 1730.61000 1730.61 INLET, M13, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 724-51925 69.400 m | 300.98000 20888.01| 342.80000 23790.32| 229.87000 15952.98 STRUCTURAL EXPANSION JOINT, SS | | | 0251 726-03784 5.000 EACH| 3641.74000 18208.70| 2892.46000 14462.30| 2638.01000 13190.05 BEARING ASSEMBLY, POT, PB1 | | | 0252 726-92406 12.000 EACH| 1210.26000 14523.12| 100.00000 1200.00| 294.66000 3535.92 BEARING ASSEMBLY, ELASTOMERIC | | | 0253 726-92532 10.000 EACH| 1239.13000 12391.30| 471.05000 4710.50| 294.66000 2946.60 BEARING ASSEMBLY, ELASTOMERIC, III | | | 0254 728-98377 LUMP| 25128.65000 25128.65| 23409.00000 23409.00| 22080.00000 22080.00 MASONRY COATING , STR. NO. 2 | | | 0255 728-98377 LUMP| 13437.72000 13437.72| 12518.12000 12518.12| 11610.00000 11610.00 MASONRY COATING , STR. NO. 1 | | | 0256 728-98377 LUMP| 5338.88000 5338.88| 4973.52000 4973.52| 5680.00000 5680.00 MASONRY COATING , STR. NO. 3 | | | 0257 731-93945 5326.200 m2 | 130.35000 694270.17| 102.00000 543272.40| 110.00000 585882.00 FACE PANELS, CONCRETE | | | 0258 731-93946 5326.200 m2 | 49.92000 265883.90| 157.87000 840847.19| 100.00000 532620.00 WALL ERECTION | | | 0259 731-93947 959.090 m | 25.64000 24591.07| 114.34000 109662.35| 130.00000 124681.70 LEVELING PAD, CONCRETE | | | 0260 801-02595 4.000 EACH| 149.38000 597.52| 157.08000 628.32| 400.92000 1603.68 CONTROLLER, RESET TIMING | | | 0261 801-03290 17.000 EACH| 240.00000 4080.00| 209.10000 3554.70| 228.53000 3885.01 CONSTRUCTION SIGN, C | | | 0262 801-04308 46.000 EACH| 195.00000 8970.00| 290.70000 13372.20| 285.00000 13110.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0263 801-06201 70.640 m2 | 140.65000 9935.52| 147.90000 10447.66| 120.00000 8476.80 TEMPORARY PANEL SIGNS | | | 0264 801-06202 71.600 m | 83.42000 5972.87| 87.72000 6280.75| 21.00000 1503.60 TEMPORARY PANEL SIGN SUPPORTS | | | 0265 801-06203 3500.000 m | 0.40000 1400.00| 0.51000 1785.00| 0.50000 1750.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0266 801-06207 86000.000 m | 1.80000 154800.00| 2.67000 229620.00| 2.67000 229620.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0267 801-06211 44.000 EACH| 81.00000 3564.00| 71.40000 3141.60| 70.00000 3080.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0268 801-06212 23.000 EACH| 83.00000 1909.00| 76.50000 1759.50| 75.00000 1725.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0269 801-06469 5500.000 m | 4.61000 25355.00| 5.34000 29370.00| 5.34000 29370.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0270 801-06577 150.000 m | 10.00000 1500.00| 10.20000 1530.00| 10.00000 1500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0271 801-06625 123.000 EACH| 100.00000 12300.00| 96.90000 11918.70| 110.00000 13530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0272 801-06640 178.000 EACH| 95.00000 16910.00| 71.40000 12709.20| 90.00000 16020.00 CONSTRUCTION SIGN, A | | | 0273 801-06645 37.000 EACH| 40.00000 1480.00| 35.70000 1320.90| 100.00000 3700.00 CONSTRUCTION SIGN, B | | | 0274 801-06710 690.000 DAY | 10.00000 6900.00| 10.20000 7038.00| 15.00000 10350.00 FLASHING ARROW SIGN | | | 0275 801-06775 LUMP| 377245.00000 377245.00| 311200.00000 311200.00| 511042.45000 511042.45 MAINTAINING TRAFFIC | | | 0276 801-06808 1750.000 h | 40.00000 70000.00| 29.58000 51765.00| 33.50000 58625.00 TRUCK, TOW | | | 0277 801-07118 342.000 m | 25.00000 8550.00| 22.58000 7722.36| 25.00000 8550.00 BARRICADE, III-A | | | 0278 801-07119 136.800 m | 30.00000 4104.00| 25.09000 3432.31| 30.00000 4104.00 BARRICADE, III-B | | | 0279 801-07612 15.000 m | 10.00000 150.00| 10.20000 153.00| 10.00000 150.00 TEMPORARY PAVEMENT MARKING, 600 mm | | | 0280 801-09133 5.000 EACH| 6000.00000 30000.00| 6375.00000 31875.00| 6500.00000 32500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0281 801-94295 26.000 EACH| 254.14000 6607.64| 267.24000 6948.24| 580.25000 15086.50 SIGNAL HEAD, RELOCATE | | | 0282 802-02475 1.000 EACH| 572.30000 572.30| 601.80000 601.80| 363.65000 363.65 SIGN, PANEL, REMOVE AND RELOCATE | | | 0283 802-04893 3.000 EACH| 122.22000 366.66| 128.52000 385.56| 200.46000 601.38 REFERENCE POST | | | 0284 802-05701 339.100 m | 34.92000 11841.37| 36.72000 12451.75| 25.67000 8704.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0285 802-05702 328.150 m | 28.13000 9230.86| 29.58000 9706.68| 21.27000 6979.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0286 802-07057 464.980 m2 | 125.13000 58182.95| 131.58000 61182.07| 129.42000 60177.71 SIGN, PANEL, WITH LEGEND | | | 0287 802-07059 161.000 EACH| 40.74000 6559.14| 42.84000 6897.24| 37.82000 6089.02 SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0288 802-07060 25.000 EACH| 66.93000 1673.25| 70.38000 1759.50| 58.18000 1454.50 SIGN, SHEET, RELOCATE | | | 0289 802-07101 10.000 EACH| 14259.00000 142590.00| 14994.00000 149940.00| 15341.38000 153413.80 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0290 802-07102 3.000 EACH| 8633.00000 25899.00| 9078.00000 27234.00| 9258.38000 27775.14 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0291 802-07151 6.000 EACH| 245.41000 1472.46| 258.06000 1548.36| 280.43000 1682.58 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0292 802-07158 3.000 EACH| 3977.00000 11931.00| 4182.00000 12546.00| 2825.95000 8477.85 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0293 802-07158 2.000 EACH| 11384.94000 22769.88| 26021.58000 52043.16| 2825.95000 5651.90 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED FOR CONC. | | | BARRIER WALL | | | 0294 802-07271 2.000 EACH| 7927.89000 15855.78| 4590.00000 9180.00| 782.30000 1564.60 BOX TRUSS SIGN FOUNDATION, V-A | | | 0295 802-07271 5.000 EACH| 11823.42000 59117.10| 15114.15000 75570.75| 782.30000 3911.50 BOX TRUSS SIGN FOUNDATION, V-A , | | | MODIFIED FOR CONC. BARRIER WALL | | | 0296 802-07272 2.000 EACH| 8678.57000 17357.14| 5202.00000 10404.00| 782.30000 1564.60 BOX TRUSS SIGN FOUNDATION, V-B | | | 0297 802-07272 2.000 EACH| 10404.54000 20809.08| 20273.93000 40547.86| 782.30000 1564.60 BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED FOR CONC. BARRIER WALL | | | 0298 802-07275 11.000 EACH| 4947.89000 54426.79| 1938.00000 21318.00| 782.30000 8605.30 BOX TRUSS SIGN FOUNDATION, V-C | | | 0299 802-07278 2.000 EACH| 6625.04000 13250.08| 2346.00000 4692.00| 782.30000 1564.60 BOX TRUSS SIGN FOUNDATION, V-D | | | 0300 802-76025 33.470 m2 | 121.25000 4058.24| 127.50000 4267.43| 79.20000 2650.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0301 802-76035 117.810 m2 | 115.43000 13598.81| 121.38000 14299.78| 81.67000 9621.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0302 802-76040 11.480 m2 | 145.50000 1670.34| 153.00000 1756.44| 102.57000 1177.50 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0303 802-76095 440.300 kg | 4.77000 2100.23| 5.02000 2210.31| 6.01000 2646.20 STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0304 802-76110 11.000 EACH| 25802.00000 283822.00| 27132.00000 298452.00| 25964.70000 285611.70 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0305 802-76110 1.000 EACH| 11931.00000 11931.00| 12546.00000 12546.00| 9351.80000 9351.80 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , RESET | | | 0306 802-76140 5.000 EACH| 13677.00000 68385.00| 14382.00000 71910.00| 14624.60000 73123.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0307 802-76170 32.460 m | 448.14000 14546.62| 471.24000 15296.45| 345.87000 11226.94 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0308 802-76175 8.400 m | 533.50000 4481.40| 561.00000 4712.40| 440.12000 3697.01 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0309 802-76205 3.000 EACH| 396.73000 1190.19| 417.18000 1251.54| 174.55000 523.65 SIGN MODIFICATION (OVERHEAD) | | | 0310 802-93388 2.000 EACH| 32.01000 64.02| 33.66000 67.32| 237.86000 475.72 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0311 804-06771 428.000 EACH| 30.50000 13054.00| 19.79000 8470.12| 32.00000 13696.00 DELINEATOR POST, FLEXIBLE | | | 0312 805-01815 10.000 EACH| 1658.70000 16587.00| 1744.20000 17442.00| 2032.10000 20321.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0313 805-01842 34.000 EACH| 756.60000 25724.40| 795.60000 27050.40| 655.15000 22275.10 HANDHOLE, SIGNAL | | | 0314 805-01879 3.000 EACH| 312.34000 937.02| 328.44000 985.32| 501.15000 1503.45 SIGNAL SERVICE, INSTALL | | | 0315 805-02087 LUMP| 853.60000 853.60| 897.60000 897.60| 1454.60000 1454.60 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0316 805-02150 4.000 EACH| 394.79000 1579.16| 415.14000 1660.56| 358.12000 1432.48 PEDESTRIAN SIGNAL HEAD, 460 mm | | | 0317 805-02373 880.000 m | 9.80000 8624.00| 10.30000 9064.00| 7.46000 6564.80 INTERCONNECT CABLE, FIBER OPTIC | | | 0318 805-04955 1.000 EACH| 834.20000 834.20| 877.20000 877.20| 1069.46000 1069.46 MODULE FOR FIBER OPTICS | | | 0319 805-04977 1.000 EACH| 30458.00000 30458.00| 32028.00000 32028.00| 33083.20000 33083.20 MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-39.3 | | | 0320 805-04977 1.000 EACH| 34726.00000 34726.00| 36516.00000 36516.00| 35708.65000 35708.65 MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-39.7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0321 805-04977 1.000 EACH| 25608.00000 25608.00| 26928.00000 26928.00| 27720.70000 27720.70 MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-40.3 | | | 0322 805-04977 1.000 EACH| 21243.00000 21243.00| 22338.00000 22338.00| 27573.80000 27573.80 MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-40.8 | | | 0323 805-06107 16.000 EACH| 24.25000 388.00| 25.50000 408.00| 56.59000 905.44 PADLOCK | | | 0324 805-06592 1955.000 m | 32.98000 64475.90| 34.68000 67799.40| 35.25000 68913.75 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0325 805-06592 556.600 m | 47.53000 26455.20| 49.98000 27818.87| 41.51000 23104.47 CONDUIT, STEEL, GALVANIZED, 50mm , PUSH | | | 0326 805-06592 100.100 m | 32.98000 3301.30| 34.68000 3471.47| 35.25000 3528.53 CONDUIT, STEEL, GALVANIZED, 50mm , | | | TRENCH | | | 0327 805-06595 201.000 m | 21.34000 4289.34| 22.44000 4510.44| 16.15000 3246.15 CONDUIT, PVC, 50 mm | | | 0328 805-06595 1102.200 m | 21.34000 23520.95| 22.44000 24733.37| 16.15000 17800.53 CONDUIT, PVC, 50 mm , TRENCH | | | 0329 805-06600 1102.200 m | 51.41000 56664.10| 54.06000 59584.93| 45.60000 50260.32 CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0330 805-06600 80.300 m | 32.98000 2648.29| 34.68000 2784.80| 38.97000 3129.29 CONDUIT, PVC, 75 mm , TRENCH | | | 0331 805-07074 4.000 EACH| 16781.00000 67124.00| 17646.00000 70584.00| 16961.90000 67847.60 ITS CONTROLLER CABINET | | | 0332 805-07075 4.000 EACH| 1290.10000 5160.40| 1356.60000 5426.40| 1729.60000 6918.40 ITS CABINET FOUNDATION | | | 0333 805-78106 1.000 EACH| 11446.00000 11446.00| 12036.00000 12036.00| 15052.65000 15052.65 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0334 805-78109 2.000 EACH| 8827.00000 17654.00| 9282.00000 18564.00| 12000.15000 24000.30 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0335 805-78205 18.000 EACH| 572.30000 10301.40| 601.80000 10832.40| 730.18000 13143.24 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0336 805-78230 3.000 EACH| 931.20000 2793.60| 979.20000 2937.60| 1163.47000 3490.41 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0337 805-78415 8.000 EACH| 1202.80000 9622.40| 1264.80000 10118.40| 1532.04000 12256.32 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0338 805-78420 6.000 EACH| 216.31000 1297.86| 227.46000 1364.76| 203.63000 1221.78 DISCONNECT HANGER | | | 0339 805-78467 15.500 m | 14.74000 228.47| 15.50000 240.25| 4.45000 68.98 SIGNAL CABLE, 3C 8GA. | | | 0340 805-78470 835.000 m | 0.29000 242.15| 0.31000 258.85| 2.90000 2421.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0341 805-78485 945.000 m | 5.43000 5131.35| 5.71000 5395.95| 3.24000 3061.80 SIGNAL CABLE, 5C 14GA. | | | 0342 805-78490 385.000 m | 5.53000 2129.05| 5.81000 2236.85| 3.57000 1374.45 SIGNAL CABLE, 7C 14GA. | | | 0343 805-78500 110.000 m | 7.28000 800.80| 7.65000 841.50| 4.45000 489.50 SIGNAL CABLE, 11C 14GA. | | | 0344 805-78510 2230.000 m | 3.34000 7448.20| 3.51000 7827.30| 2.91000 6489.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0345 805-78746 654.800 m | 31.04000 20324.99| 32.64000 21372.67| 27.04000 17705.79 PREFORMED LOOP DETECTORS | | | 0346 805-78785 8.000 EACH| 727.50000 5820.00| 765.00000 6120.00| 881.30000 7050.40 SIGNAL DETECTOR HOUSING | | | 0347 805-78925 3.000 EACH| 1008.80000 3026.40| 1060.80000 3182.40| 1002.30000 3006.90 CONTROLLER CABINET FOUNDATION, P1 | | | 0348 805-81032 10.000 EACH| 2037.00000 20370.00| 2142.00000 21420.00| 2361.38000 23613.80 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0349 805-86805 1.000 EACH| 1804.20000 1804.20| 1897.20000 1897.20| 2671.84000 2671.84 SERVICE POINT, I | | | 0350 805-86810 8.000 EACH| 2910.00000 23280.00| 3060.00000 24480.00| 3771.84000 30174.72 SERVICE POINT, II | | | 0351 805-86820 26.000 EACH| 756.60000 19671.60| 795.60000 20685.60| 587.92000 15285.92 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0352 805-86889 950.000 m | 0.92000 874.00| 0.97000 921.50| 1.41000 1339.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0353 805-86920 97.000 EACH| 14.16000 1373.52| 14.89000 1444.33| 11.04000 1070.88 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0354 805-86925 16.000 EACH| 17.95000 287.20| 18.87000 301.92| 17.64000 282.24 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0355 805-86930 87.000 EACH| 12.71000 1105.77| 13.36000 1162.32| 9.83000 855.21 INSULATING LINK, NOT WATERPROOFED | | | 0356 805-86935 32.000 EACH| 14.26000 456.32| 14.99000 479.68| 17.26000 552.32 INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0357 805-86955 32.000 EACH| 123.19000 3942.08| 129.54000 4145.28| 183.96000 5886.72 CABLE DUCT MARKER | | | 0358 805-90736 1.000 EACH| 292.94000 292.94| 308.04000 308.04| 856.84000 856.84 TELEPHONE MODEM | | | 0359 805-90737 1.000 EACH| 620.80000 620.80| 652.80000 652.80| 801.84000 801.84 TELEPHONE SERVICE | | | 0360 805-92504 11.000 EACH| 227.95000 2507.45| 239.70000 2636.70| 263.15000 2894.65 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0361 805-98335 5520.000 m | 14.26000 78715.20| 14.99000 82744.80| 19.06000 105211.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0362 805-98336 250.000 m | 19.40000 4850.00| 20.40000 5100.00| 13.82000 3455.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0363 807-02191 43.000 EACH| 543.20000 23357.60| 571.20000 24561.60| 152.31000 6549.33 HANDHOLE, LIGHTING | | | 0364 807-04309 1.000 EACH| 2075.80000 2075.80| 2182.80000 2182.80| 2090.00000 2090.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0365 807-04651 81.400 m | 16.98000 1382.17| 17.85000 1452.99| 16.43000 1337.40 WIRE 3 XHHW NO. 1/0 COPPER | | | 0366 807-04651 5.500 m | 14.94000 82.17| 15.71000 86.41| 13.46000 74.03 WIRE 3 XHHW NO. 2 COPPER | | | 0367 807-04651 496.000 m | 18.14000 8997.44| 19.07000 9458.72| 17.97000 8913.12 WIRE 3 XHHW NO. 3/0 COPPER | | | 0368 807-04652 4.000 EACH| 2357.10000 9428.40| 2478.60000 9914.40| 3434.60000 13738.40 SERVICE POINT , ATMS | | | 0369 807-78590 8.000 EACH| 756.60000 6052.80| 795.60000 6364.80| 655.15000 5241.20 HANDHOLE | | | 0370 807-82005 3.000 EACH| 1086.40000 3259.20| 1142.40000 3427.20| 561.65000 1684.95 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0371 807-82017 2.000 EACH| 863.30000 1726.60| 907.80000 1815.60| 461.55000 923.10 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0372 807-82056 2.000 EACH| 5820.00000 11640.00| 6120.00000 12240.00| 2387.79000 4775.58 UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0373 807-82400 13.000 EACH| 15520.00000 201760.00| 16320.00000 212160.00| 13806.41000 179483.33 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0374 807-84804 20.000 EACH| 1047.60000 20952.00| 1101.60000 22032.00| 1063.35000 21267.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 807-84814 6.000 EACH| 1105.80000 6634.80| 1162.80000 6976.80| 1063.35000 6380.10 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0376 807-86620 26.000 EACH| 176.54000 4590.04| 185.64000 4826.64| 221.23000 5751.98 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0377 807-86665 78.000 EACH| 504.40000 39343.20| 530.40000 41371.20| 485.23000 37847.94 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0378 807-86750 12.000 EACH| 345.32000 4143.84| 363.12000 4357.44| 397.23000 4766.76 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0379 807-86790 33.000 EACH| 472.39000 15588.87| 496.74000 16392.42| 375.23000 12382.59 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0380 807-86830 13.000 EACH| 6305.00000 81965.00| 6630.00000 86190.00| 5261.90000 68404.70 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0381 807-86910 42.000 EACH| 29.10000 1222.20| 30.60000 1285.20| 30.73000 1290.66 CONNECTOR KIT, UNFUSED | | | 0382 807-86915 58.000 EACH| 30.07000 1744.06| 31.62000 1833.96| 31.83000 1846.14 CONNECTOR KIT, FUSED | | | 0383 807-86950 56.000 EACH| 32.01000 1792.56| 33.66000 1884.96| 52.44000 2936.64 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0384 808-01509 24.600 m | 9.00000 221.40| 10.20000 250.92| 10.00000 246.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0385 808-03179 28.000 EACH| 108.00000 3024.00| 88.74000 2484.72| 87.00000 2436.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0386 808-06701 132.000 m | 0.80000 105.60| 0.97000 128.04| 0.95000 125.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0387 808-06703 3285.000 m | 0.80000 2628.00| 0.92000 3022.20| 0.90000 2956.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0388 808-06705 76.000 m | 4.00000 304.00| 1.84000 139.84| 1.80000 136.80 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0389 808-06716 21600.000 m | 1.15000 24840.00| 0.81000 17496.00| 0.79000 17064.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 808-75051 18097.000 m | 2.70000 48861.90| 3.36000 60805.92| 3.35000 60624.95 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0391 808-75053 3208.000 m | 5.40000 17323.20| 6.38000 20467.04| 6.25000 20050.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0392 808-75054 8403.000 m | 2.70000 22688.10| 3.42000 28738.26| 3.38000 28402.14 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0393 808-75059 3045.000 m | 2.70000 8221.50| 3.42000 10413.90| 3.38000 10292.10 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0394 808-75061 2631.000 m | 4.50000 11839.50| 4.10000 10787.10| 4.02000 10576.62 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0395 808-75067 112.600 m | 20.70000 2330.82| 20.40000 2297.04| 20.00000 2252.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0396 808-75069 105.000 m | 5.40000 567.00| 4.92000 516.60| 4.82000 506.10 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0397 808-75071 29.000 EACH| 90.00000 2610.00| 76.50000 2218.50| 75.00000 2175.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0398 808-75245 2521.000 m | 0.80000 2016.80| 0.94000 2369.74| 0.92000 2319.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0399 808-75260 34.000 m | 6.00000 204.00| 2.81000 95.54| 2.75000 93.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0400 808-75297 59.900 m | 10.00000 599.00| 9.69000 580.43| 9.50000 569.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0401 808-75300 46.900 m | 3.00000 140.70| 1.84000 86.30| 1.80000 84.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0402 808-75320 13.000 EACH| 50.00000 650.00| 51.00000 663.00| 50.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0403 808-75325 4.000 EACH| 65.00000 260.00| 61.20000 244.80| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-1917625 |(3) 36-2231526 |BERNS/WEDDLE JOINT VENTURE |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0404 808-75510 88.000 m | 20.70000 1821.60| 20.40000 1795.20| 20.00000 1760.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0405 808-75994 618.000 EACH| 8.00000 4944.00| 10.20000 6303.60| 10.00000 6180.00 PRISMATIC REFLECTOR | | | 0406 808-75996 650.000 EACH| 4.00000 2600.00| 7.65000 4972.50| 7.50000 4875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0407 808-75998 1651.000 EACH| 17.95000 29635.45| 20.91000 34522.41| 20.50000 33845.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0408 808-91662 194.000 m | 9.00000 1746.00| 10.07000 1953.58| 9.87000 1914.78 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0409 808-98796 9.600 m | 3.00000 28.80| 4.44000 42.62| 4.35000 41.76 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0410 202-94607 LUMP| 2500.00000 2500.00| 10197.86000 10197.86| 50000.00000 50000.00 RETAINING WALL, REMOVE | | | 0411 210-07095 LUMP| 1.00000 1.00| 63481.26000 63481.26| 75000.00000 75000.00 TEMPORARY PIPE | | | 0412 715-04629 1.000 EACH| 2650.00000 2650.00| 2356.31000 2356.31| 2500.00000 2500.00 PIPE END SECTION, 1650 mm | | | 0413 724-03276 89.000 m | 145.57000 12955.73| 261.31000 23256.59| 125.00000 11125.00 EXPANSION JOINT SEALING SYSTEM , XJS | | | SECTION TOTALS | $ 28,146,662.83| $ 28,369,480.27| $ 30,479,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,146,662.83| $ 28,369,480.27| $ 30,479,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP| 185000.00000 185000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 4000.00000 48000.00| | FIELD OFFICE, C | | | 0003 108-01614 LUMP| 25000.00000 25000.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 1725000.00000 1725000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 450000.00000 450000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 57854.000 m2 | 5.25000 303733.50| | PAVEMENT, REMOVE | | | 0007 202-02241 1785.400 m | 7.00000 12497.80| | GUARDRAIL, REMOVE | | | 0008 202-02271 1.000 EACH| 900.00000 900.00| | HEADWALL, REMOVE | | | 0009 202-02273 807.800 m2 | 10.00000 8078.00| | CENTER CURB, CONCRETE, REMOVE | | | 0010 202-02278 60.600 m | 21.00000 1272.60| | CURB, CONCRETE, REMOVE | | | 0011 202-02859 3.000 EACH| 525.00000 1575.00| | GRATED BOX END SECTION, REMOVE | | | 0012 202-03783 5.000 EACH| 385.00000 1925.00| | SIGN, PANEL, REMOVE | | | 0013 202-04089 9.000 EACH| 75.00000 675.00| | SIGN, SHEET, REMOVE | | | 0014 202-51330 LUMP| 134000.00000 134000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0015 202-51330 LUMP| 350000.00000 350000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0016 202-60820 578.000 m2 | 9.00000 5202.00| | SURFACE MILLING, ASPHALT | | | 0017 202-74040 9.000 EACH| 1500.00000 13500.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74055 5.000 EACH| 2600.00000 13000.00| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0019 202-74075 1.000 EACH| 2000.00000 2000.00| | OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 202-74095 5.000 EACH| 380.00000 1900.00| | BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0022 202-91385 2.000 EACH| 525.00000 1050.00| | INLET, REMOVE | | | 0023 202-93763 9.000 EACH| 750.00000 6750.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0024 202-93974 5.000 EACH| 3550.00000 17750.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-94793 132.830 m | 37.00000 4914.71| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0026 202-95027 2.000 EACH| 350.00000 700.00| | IMPACT ATTENUATOR, REMOVE | | | 0027 202-95579 6.000 EACH| 230.00000 1380.00| | SERVICE POINT, REMOVE | | | 0028 202-96070 12.000 EACH| 3950.00000 47400.00| | HIGH MAST TOWER, REMOVE | | | 0029 202-96133 32.000 m | 68.00000 2176.00| | PIPE, REMOVE | | | 0030 202-96151 LUMP| 4000.00000 4000.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0031 202-98488 7.000 EACH| 220.00000 1540.00| | PIPE END SECTION, REMOVE | | | 0032 203-02000 285320.000 m3 | 10.00000 2853200.00| | EXCAVATION, COMMON | | | 0033 205-03371 1224.000 m3 | 20.00000 24480.00| | SEDIMENT REMOVE | | | 0034 205-06930 24.800 Mg | 25.00000 620.00| | SPLASHPAD, RIPRAP | | | 0035 205-06931 1830.800 Mg | 21.00000 38446.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0036 205-06932 194.400 m | 16.00000 3110.40| | TEMPORARY CHECK DAM, STRAW BALES | | | 0037 205-06933 53.000 EACH| 79.00000 4187.00| | TEMPORARY DITCH INLET PROTECTION | | | 0038 205-06937 424.000 m | 3.70000 1568.80| | TEMPORARY SILT FENCE | | | 0039 205-06938 393.200 m | 37.00000 14548.40| | TEMPORARY SLOPE DRAIN | | | 0040 206-51230 1275.800 m3 | 35.00000 44653.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 207-07498 2259.000 m2 | 6.30000 14231.70| | SUBGRADE TREATMENT, TYPE A | | | 0042 210-07221 4.000 EACH| 425.00000 1700.00| | SURGE SUPPRESSINO DEVICE , 120/240V, | | | TYPE 3 | | | 0043 210-07230 4.000 EACH| 2800.00000 11200.00| | TERMINAL SERVER 8-PORT | | | 0044 210-07234 4.000 EACH| 480.00000 1920.00| | SENSOR /SERIAL OUTPUT, I/O | | | 0045 210-07237 1.000 EACH| 170.00000 170.00| | SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0046 210-07237 1.000 EACH| 170.00000 170.00| | SPARE , SERIAL HUB | | | 0047 210-07237 1.000 EACH| 1150.00000 1150.00| | SPARE , TERMINAL SERVER 8-PORT | | | 0048 210-07237 4.000 EACH| 116.00000 464.00| | SPARE ,SURGE SUPPRESION DEVICE,120/240V,| | | TYPE 3 | | | 0049 210-07528 3.000 EACH| 1000.00000 3000.00| | HUB , SERIAL | | | 0050 210-07611 5.000 EACH| 5400.00000 27000.00| | ARIES FIELD PROCESSOR | | | 0051 211-06467 375.200 m3 | 72.00000 27014.40| | AGGREGATE FOR END BENT BACKFILL | | | 0052 211-07454 35582.800 m3 | 30.00000 1067484.00| | STRUCTURE BACKFILL | | | 0053 213-52830 69.490 m3 | 335.00000 23279.15| | FLOWABLE MORTAR | | | 0054 301-07448 4697.400 Mg | 21.00000 98645.40| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0055 302-06464 27230.000 m3 | 47.00000 1279810.00| | SUBBASE FOR PCCP | | | 0056 303-07027 111843.000 Mg | 12.00000 1342116.00| | COMPACTED AGGREGATE, RECYCLED | | | 0057 304-07493 1267.000 Mg | 77.00000 97559.00| | HMA WIDENING, TYPE B | | | 0058 401-06264 LUMP| 1100.00000 1100.00| | PROFILOGRAPH, HMA | | | 0059 402-07433 1036.000 Mg | 45.00000 46620.00| | HMA TYPE B, SURFACE | | | 0060 402-07438 1727.000 Mg | 47.00000 81169.00| | HMA TYPE B, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 402-07441 2725.800 Mg | 45.00000 122661.00| | HMA TYPE B, BASE | | | 0062 402-07451 542.800 Mg | 41.00000 22254.80| | HMA, TYPE B, WEDGE AND LEVEL | | | 0063 404-05511 4383.400 m2 | 1.50000 6575.10| | SEAL COAT, 2 | | | 0064 405-05517 15.460 Mg | 450.00000 6957.00| | ASPHALT FOR PRIME COAT | | | 0065 406-05520 8.330 Mg | 420.00000 3498.60| | ASPHALT FOR TACK COAT | | | 0066 501-06266 LUMP| 17000.00000 17000.00| | PROFILOGRAPH, PCCP | | | 0067 501-06322 25347.000 m2 | 34.00000 861798.00| | QC/QA-PCCP, 275 mm | | | 0068 501-06324 88462.000 m2 | 35.00000 3096170.00| | QC/QA-PCCP, 325 mm | | | 0069 501-06325 29088.000 m2 | 40.00000 1163520.00| | QC/QA-PCCP, 350 mm | | | 0070 502-06331 27.720 m2 | 50.00000 1386.00| | PCCP, 350 mm | | | 0071 503-03489 7532.000 EACH| 5.75000 43309.00| | RETROFITTED TIE BARS | | | 0072 503-05240 21795.000 m | 30.00000 653850.00| | D-1 CONTRACTION JOINT | | | 0073 503-05310 111.100 m | 385.00000 42773.50| | TERMINAL JOINT | | | 0074 601-01115 11.430 m | 88.00000 1005.84| | GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0075 601-01522 10.000 EACH| 1325.00000 13250.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-04150 1629.980 m | 61.00000 99428.78| | GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0078 601-05999 26.000 EACH| 38.00000 988.00| | CURVED TERMINAL END | | | 0079 601-06228 4.000 EACH| 55000.00000 220000.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0080 601-06238 2.000 EACH| 33000.00000 66000.00| | IMPACT ATTENUATOR, R1, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 601-06246 1.000 EACH| 33000.00000 33000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0082 601-06421 1.000 EACH| 15000.00000 15000.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | 0083 601-06454 1.000 EACH| 15000.00000 15000.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0084 601-07023 10.000 EACH| 6600.00000 66000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0085 601-94689 13.000 EACH| 2000.00000 26000.00| | GUARDRAIL END TREATMENT, OS | | | 0086 601-97774 2.000 EACH| 800.00000 1600.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0087 601-99105 1108.710 m | 30.00000 33261.30| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0088 601-99106 15.240 m | 55.00000 838.20| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0089 601-99123 5.000 EACH| 2100.00000 10500.00| | GUARDRAIL TRANSITION, GP | | | 0090 602-06639 987.000 m | 135.00000 133245.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0091 602-06646 10215.000 m | 115.00000 1174725.00| | TEMPORARY CONCRETE BARRIER | | | 0092 602-06729 734.000 EACH| 8.00000 5872.00| | BARRIER DELINEATOR | | | 0093 602-06976 43.430 m | 220.00000 9554.60| | BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0094 602-06977 1094.740 m | 150.00000 164211.00| | BARRIER, CONCRETE, 840 mm, MODIFIED | | | 0095 602-91266 80.000 m | 1625.00000 130000.00| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type A | | | 0096 602-91266 246.450 m | 1300.00000 320385.00| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type B | | | 0097 602-91266 543.380 m | 1425.00000 774316.50| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type C | | | 0098 602-91266 210.000 m | 1450.00000 304500.00| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 602-91266 66.950 m | 2450.00000 164027.50| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type E | | | 0100 602-91266 526.450 m | 1490.00000 784410.50| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type F | | | 0101 602-91266 347.670 m | 740.00000 257275.80| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type H | | | 0102 602-91266 168.000 m | 170.00000 28560.00| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type J | | | 0103 602-91266 314.690 m | 550.00000 173079.50| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type K | | | 0104 602-91266 468.970 m | 2500.00000 1172425.00| | MEDIAN BARRIER, CONCRETE, MODIFIED , | | | Type L | | | 0105 603-06045 642.000 m | 26.00000 16692.00| | FENCE, CHAIN LINK, 1220 mm | | | 0106 604-06069 46.600 m2 | 37.00000 1724.20| | CURB RAMP, CONCRETE | | | 0107 604-06070 212.400 m2 | 32.00000 6796.80| | SIDEWALK, CONCRETE | | | 0108 605-06090 1984.500 m | 24.00000 47628.00| | CURB, INTEGRAL, CONCRETE | | | 0109 605-06095 162.400 m | 27.00000 4384.80| | CURB, INTEGRAL, B, CONCRETE | | | 0110 605-06120 105.100 m | 75.00000 7882.50| | CURB, CONCRETE | | | 0111 605-06140 418.600 m | 55.00000 23023.00| | CURB AND GUTTER, CONCRETE | | | 0112 605-06200 231.900 m | 48.00000 11131.20| | CENTER CURB, A, CONCRETE | | | 0113 605-06215 501.900 m | 50.00000 25095.00| | CENTER CURB, D, CONCRETE | | | 0114 605-94811 7.000 EACH| 580.00000 4060.00| | CURB TURNOUT | | | 0115 605-97937 117.800 m | 48.00000 5654.40| | CURB AND GUTTER, CONCRETE, ROLL | | | 0116 607-06175 496.000 m | 43.00000 21328.00| | GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 607-06335 423.300 m | 55.00000 23281.50| | PAVED SIDE DITCH, A | | | 0118 610-06259 985.200 m2 | 90.00000 88668.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0119 610-07487 885.000 Mg | 52.00000 46020.00| | HMA FOR APPROACHES, TYPE B | | | 0120 611-05330 234.400 m2 | 44.00000 10313.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0121 611-06497 3.000 EACH| 195.00000 585.00| | MAILBOX ASSEMBLY, SINGLE | | | 0122 611-94923 1334.000 m2 | 37.00000 49358.00| | CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | , 150mm | | | 0123 611-94923 526.000 m2 | 47.00000 24722.00| | CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | , 325mm | | | 0124 615-06490 38.000 EACH| 110.00000 4180.00| | RIGHT OF WAY MARKER | | | 0125 615-06505 22.000 EACH| 460.00000 10120.00| | MONUMENT, B | | | 0126 615-06510 16.000 EACH| 425.00000 6800.00| | MONUMENT, C | | | 0127 615-06515 57.000 EACH| 105.00000 5985.00| | MONUMENT, D | | | 0128 616-02320 6611.000 m2 | 3.20000 21155.20| | GEOTEXTILES | | | 0129 616-06405 2220.000 Mg | 25.00000 55500.00| | RIPRAP, REVETMENT | | | 0130 616-06451 1104.800 Mg | 27.50000 30382.00| | RIPRAP, UNIFORM | | | 0131 621-01004 4.000 EACH| 790.00000 3160.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0132 621-06545 17.190 Mg | 845.00000 14525.55| | FERTILIZER | | | 0133 621-06548 14.600 kg | 70.00000 1022.00| | SEED MIXTURE, CV | | | 0134 621-06554 3151.500 kg | 4.00000 12606.00| | SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 621-06557 1575.750 kg | 3.20000 5042.40| | SEED MIXTURE, T | | | 0136 621-06565 128.930 Mg | 420.00000 54150.60| | MULCHING MATERIAL | | | 0137 621-06567 410.000 kL | 0.01000 4.10| | WATER | | | 0138 621-06575 22699.000 m2 | 3.25000 73771.75| | SODDING, NURSERY | | | 0139 701-98647 4467.000 m | 100.00000 446700.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0140 702-51005 759.400 m3 | 550.00000 417670.00| | CONCRETE, A, SUBSTRUCTURE | | | 0141 702-51015 362.500 m3 | 500.00000 181250.00| | CONCRETE, B, FOOTINGS | | | 0142 702-51110 327.400 kg | 12.00000 3928.80| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0143 702-92857 156.300 m3 | 500.00000 78150.00| | CONCRETE, C, SUBSTRUCTURE | | | 0144 703-51030 98854.000 kg | 1.25000 123567.50| | REINFORCING STEEL | | | 0145 703-51032 405673.000 kg | 1.40000 567942.20| | REINFORCING STEEL, EPOXY COATED | | | 0146 703-90512 231.000 EACH| 11.00000 2541.00| | THREADED BAR SPLICE | | | 0147 703-97703 76.000 EACH| 17.00000 1292.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0148 704-05892 1077.700 m3 | 600.00000 646620.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0149 704-51002 94.600 m3 | 900.00000 85140.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0150 706-05732 4.000 EACH| 1700.00000 6800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0151 706-05734 4.000 EACH| 2300.00000 9200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0152 706-51020 129.800 m3 | 700.00000 90860.00| | CONCRETE, C, RAILING | | | 0153 707-05984 1439.200 m | 400.00000 575680.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0154 707-05987 221.700 m | 725.00000 160732.50| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 709-51821 LUMP| 2950.00000 2950.00| | SURFACE SEAL , RETAINING WALL, 2G | | | 0156 709-51821 LUMP| 9250.00000 9250.00| | SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP| 23300.00000 23300.00| | SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP| 4250.00000 4250.00| | SURFACE SEAL , STR. NO. 3 | | | 0159 711-51038 LUMP| 679000.00000 679000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0160 714-44240 688.000 m3 | 450.00000 309600.00| | CONCRETE, A, STRUCTURES | | | 0161 715-02246 2.000 EACH| 1800.00000 3600.00| | PIPE END SECTION, 1200 mm | | | 0162 715-03476 2.000 EACH| 1500.00000 3000.00| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0163 715-03584 3.000 EACH| 580.00000 1740.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0164 715-04612 9.000 m | 58.00000 522.00| | PIPE ,UNDERDRAIN OUTLET, 200 mm | | | 0165 715-04855 2.000 EACH| 1650.00000 3300.00| | PIPE END SECTION, 1050 mm | | | 0166 715-05024 811.500 m | 165.00000 133897.50| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0167 715-05048 14842.700 m | 7.25000 107609.58| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0168 715-05049 1851.000 m | 9.50000 17584.50| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0169 715-05053 848.000 m | 38.00000 32224.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0170 715-05125 35.500 m | 160.00000 5680.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0171 715-05127 51.000 m | 210.00000 10710.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0172 715-05128 48.500 m | 315.00000 15277.50| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0173 715-05133 55.000 m | 325.00000 17875.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0174 715-05149 831.000 m | 75.00000 62325.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0175 715-05151 773.000 m | 95.00000 73435.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 715-05152 795.800 m | 100.00000 79580.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0177 715-05153 16.000 m | 110.00000 1760.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0178 715-05154 323.500 m | 120.00000 38820.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0179 715-05156 93.500 m | 135.00000 12622.50| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0180 715-05159 1583.000 m | 205.00000 324515.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0181 715-05163 260.000 m | 250.00000 65000.00| | PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0182 715-05164 172.000 m | 380.00000 65360.00| | PIPE, TYPE 2, CIRCULAR, 1650 mm | | | 0183 715-05168 30.000 m | 68.00000 2040.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0184 715-05173 9.000 m | 130.00000 1170.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0185 715-05175 26.000 m | 137.00000 3562.00| | PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0186 715-05217 28.200 m | 79.00000 2227.80| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0187 715-05218 5.200 m | 237.00000 1232.40| | PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0188 715-05362 8.000 m | 158.00000 1264.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0189 715-05422 754.200 m | 237.00000 178745.40| | PIPE, SLOTTED DRAIN, 300 mm | | | 0190 715-05423 90.000 m | 280.00000 25200.00| | PIPE, SLOTTED DRAIN, 375 mm | | | 0191 715-05596 50.400 m | 210.00000 10584.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0192 715-05756 25.000 m | 158.00000 3950.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0193 715-05841 2.000 EACH| 1790.00000 3580.00| | CONCRETE ANCHOR, 1500 mm | | | 0194 715-05842 2.000 EACH| 1425.00000 2850.00| | CONCRETE ANCHOR, 1050 mm | | | 0195 715-05889 3.000 m | 675.00000 2025.00| | PIPE EXTENSION, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0196 715-06004 2.000 EACH| 1500.00000 3000.00| | CONCRETE ANCHOR, 1200 mm | | | 0197 715-06337 40.000 m | 250.00000 10000.00| | PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0198 715-06720 5.600 m | 320.00000 1792.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0199 715-07071 2.000 EACH| 1580.00000 3160.00| | SAFETY METAL END SECTION, 4:1, 750 mm | | | 0200 715-26734 1.000 EACH| 12200.00000 12200.00| | GRATED BOX END SECTION, II, 10:1, 1050 | | | mm | | | 0201 715-46000 17.000 EACH| 290.03000 4930.51| | PIPE END SECTION, 300 mm | | | 0202 715-46005 2.000 EACH| 350.00000 700.00| | PIPE END SECTION, 375 mm | | | 0203 715-46010 3.000 EACH| 380.00000 1140.00| | PIPE END SECTION, 450 mm | | | 0204 715-46020 4.000 EACH| 510.00000 2040.00| | PIPE END SECTION, 600 mm | | | 0205 715-46030 5.000 EACH| 920.00000 4600.00| | PIPE END SECTION, 750 mm | | | 0206 715-46040 1.000 EACH| 1100.00000 1100.00| | PIPE END SECTION, 900 mm | | | 0207 715-46050 2.000 EACH| 353.00000 706.00| | PIPE END SECTION, MIN. AREA .15 m2 | | | 0208 715-91361 7.300 m | 252.00000 1839.60| | PIPE, PVC, 150 mm , STR. NO. 3 | | | 0209 715-91361 23.500 m | 290.00000 6815.00| | PIPE, PVC, 150 mm , STR. NO. 2 | | | 0210 715-92459 2.000 EACH| 420.00000 840.00| | PIPE END SECTION, REINSTALL | | | 0211 715-95491 11.300 m | 158.00000 1785.40| | PIPE, RELAID, 450 mm | | | 0212 715-96881 2.000 EACH| 2635.00000 5270.00| | PIPE END SECTION, 1350 mm | | | 0213 715-97690 1.000 EACH| 6750.00000 6750.00| | GRATED BOX END SECTION, II, 10:1, 750 mm| | | 0214 715-97693 1.000 EACH| 11600.00000 11600.00| | GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0215 715-98974 1.000 EACH| 7380.00000 7380.00| | GRATED BOX END SECTION, II, 6:1, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 716-04892 98.000 m | 1615.00000 158270.00| | PIPE, JACKED , 1050 mm | | | 0217 716-04892 206.000 m | 1592.00000 327952.00| | PIPE, JACKED , 1350 mm | | | 0218 718-06528 33.000 EACH| 548.00000 18084.00| | OUTLET PROTECTOR, 1 | | | 0219 718-06529 2.000 EACH| 527.00000 1054.00| | OUTLET PROTECTOR, 2 | | | 0220 718-06531 7.000 EACH| 475.00000 3325.00| | OUTLET PROTECTOR, 3 | | | 0221 718-06532 2000.000 m | 3.20000 6400.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0222 718-52610 6510.110 m3 | 42.00000 273424.62| | AGGREGATE FOR UNDERDRAINS | | | 0223 720-01894 6.000 EACH| 740.00000 4440.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0224 720-04682 2.000 EACH| 950.00000 1900.00| | INLET , Reset | | | 0225 720-06607 4.000 EACH| 1582.00000 6328.00| | SLOTTED DRAIN PIPE CLEANOUT PORT , Type | | | II | | | 0226 720-06607 4.000 EACH| 1425.00000 5700.00| | SLOTTED DRAIN PIPE CLEANOUT PORT , Type | | | II, Modified | | | 0227 720-44000 11.000 EACH| 370.00000 4070.00| | CASTING, ADJUST TO GRADE | | | 0228 720-45030 22.000 EACH| 1050.00000 23100.00| | INLET, E7 | | | 0229 720-45035 9.000 EACH| 1075.00000 9675.00| | INLET, F7 | | | 0230 720-45041 10.000 EACH| 3060.00000 30600.00| | INLET, H5 | | | 0231 720-45045 9.000 EACH| 1425.00000 12825.00| | INLET, J10 | | | 0232 720-45055 2.000 EACH| 1475.00000 2950.00| | INLET, M10 | | | 0233 720-45065 2.000 EACH| 1950.00000 3900.00| | INLET, N12 | | | 0234 720-45075 8.000 EACH| 1475.00000 11800.00| | INLET, R13 | | | 0235 720-45115 1.000 EACH| 1530.00000 1530.00| | INLET, A8, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0236 720-45130 2.000 EACH| 1160.00000 2320.00| | INLET, E7, MODIFIED | | | 0237 720-45135 3.000 EACH| 1265.00000 3795.00| | INLET, F7, MODIFIED | | | 0238 720-45140 6.000 EACH| 1370.00000 8220.00| | INLET, G7, MODIFIED | | | 0239 720-45141 20.000 EACH| 1950.00000 39000.00| | INLET, H5, MODIFIED | | | 0240 720-45145 2.000 EACH| 1530.00000 3060.00| | INLET, J10, MODIFIED | | | 0241 720-45265 1.000 EACH| 980.00000 980.00| | PIPE CATCH BASIN, 375 mm | | | 0242 720-45410 7.000 EACH| 1475.00000 10325.00| | MANHOLE, C4 | | | 0243 720-45415 12.000 EACH| 2050.00000 24600.00| | MANHOLE, D4 | | | 0244 720-45416 3.000 EACH| 3480.00000 10440.00| | MANHOLE, E4 | | | 0245 720-45515 1.000 EACH| 2740.00000 2740.00| | MANHOLE, D4, MODIFIED | | | 0246 720-45605 3.100 m | 740.00000 2294.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0247 720-94847 5.000 EACH| 1480.00000 7400.00| | INLET, R13, MODIFIED | | | 0248 720-95409 2.000 EACH| 1580.00000 3160.00| | MANHOLE, J4, MODIFIED | | | 0249 720-96554 1.000 EACH| 1690.00000 1690.00| | INLET, M13, MODIFIED | | | 0250 724-51925 69.400 m | 375.00000 26025.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0251 726-03784 5.000 EACH| 3680.00000 18400.00| | BEARING ASSEMBLY, POT, PB1 | | | 0252 726-92406 12.000 EACH| 690.00000 8280.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0253 726-92532 10.000 EACH| 835.00000 8350.00| | BEARING ASSEMBLY, ELASTOMERIC, III | | | 0254 728-98377 LUMP| 23300.00000 23300.00| | MASONRY COATING , STR. NO. 2 | | | 0255 728-98377 LUMP| 12300.00000 12300.00| | MASONRY COATING , STR. NO. 1 | | | 0256 728-98377 LUMP| 6000.00000 6000.00| | MASONRY COATING , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0257 731-93945 5326.200 m2 | 125.00000 665775.00| | FACE PANELS, CONCRETE | | | 0258 731-93946 5326.200 m2 | 100.00000 532620.00| | WALL ERECTION | | | 0259 731-93947 959.090 m | 60.00000 57545.40| | LEVELING PAD, CONCRETE | | | 0260 801-02595 4.000 EACH| 422.84000 1691.36| | CONTROLLER, RESET TIMING | | | 0261 801-03290 17.000 EACH| 270.00000 4590.00| | CONSTRUCTION SIGN, C | | | 0262 801-04308 46.000 EACH| 206.00000 9476.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0263 801-06201 70.640 m2 | 170.00000 12008.80| | TEMPORARY PANEL SIGNS | | | 0264 801-06202 71.600 m | 98.00000 7016.80| | TEMPORARY PANEL SIGN SUPPORTS | | | 0265 801-06203 3500.000 m | 0.24000 840.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0266 801-06207 86000.000 m | 2.70000 232200.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0267 801-06211 44.000 EACH| 111.79000 4918.76| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0268 801-06212 23.000 EACH| 113.90000 2619.70| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0269 801-06469 5500.000 m | 4.86000 26730.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0270 801-06577 150.000 m | 16.20000 2430.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0271 801-06625 123.000 EACH| 130.00000 15990.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0272 801-06640 178.000 EACH| 115.00000 20470.00| | CONSTRUCTION SIGN, A | | | 0273 801-06645 37.000 EACH| 44.00000 1628.00| | CONSTRUCTION SIGN, B | | | 0274 801-06710 690.000 DAY | 12.00000 8280.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 801-06775 LUMP| 150000.00000 150000.00| | MAINTAINING TRAFFIC | | | 0276 801-06808 1750.000 h | 34.00000 59500.00| | TRUCK, TOW | | | 0277 801-07118 342.000 m | 33.00000 11286.00| | BARRICADE, III-A | | | 0278 801-07119 136.800 m | 43.00000 5882.40| | BARRICADE, III-B | | | 0279 801-07612 15.000 m | 10.55000 158.25| | TEMPORARY PAVEMENT MARKING, 600 mm | | | 0280 801-09133 5.000 EACH| 6538.93000 32694.65| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0281 801-94295 26.000 EACH| 611.97000 15911.22| | SIGNAL HEAD, RELOCATE | | | 0282 802-02475 1.000 EACH| 383.53000 383.53| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0283 802-04893 3.000 EACH| 211.42000 634.26| | REFERENCE POST | | | 0284 802-05701 339.100 m | 27.07000 9179.44| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0285 802-05702 328.150 m | 22.43000 7360.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0286 802-07057 464.980 m2 | 136.49000 63465.12| | SIGN, PANEL, WITH LEGEND | | | 0287 802-07059 161.000 EACH| 39.89000 6422.29| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0288 802-07060 25.000 EACH| 61.36000 1534.00| | SIGN, SHEET, RELOCATE | | | 0289 802-07101 10.000 EACH| 16180.03000 161800.30| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0290 802-07102 3.000 EACH| 9764.50000 29293.50| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0291 802-07151 6.000 EACH| 295.76000 1774.56| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0292 802-07158 3.000 EACH| 2980.43000 8941.29| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0293 802-07158 2.000 EACH| 4501.24000 9002.48| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED FOR CONC. | | | BARRIER WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0294 802-07271 2.000 EACH| 3046.78000 6093.56| | BOX TRUSS SIGN FOUNDATION, V-A | | | 0295 802-07271 5.000 EACH| 3724.44000 18622.20| | BOX TRUSS SIGN FOUNDATION, V-A , | | | MODIFIED FOR CONC. BARRIER WALL | | | 0296 802-07272 2.000 EACH| 3261.62000 6523.24| | BOX TRUSS SIGN FOUNDATION, V-B | | | 0297 802-07272 2.000 EACH| 3121.43000 6242.86| | BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED FOR CONC. BARRIER WALL | | | 0298 802-07275 11.000 EACH| 3039.20000 33431.20| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0299 802-07278 2.000 EACH| 2975.99000 5951.98| | BOX TRUSS SIGN FOUNDATION, V-D | | | 0300 802-76025 33.470 m2 | 83.53000 2795.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0301 802-76035 117.810 m2 | 86.13000 10146.98| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0302 802-76040 11.480 m2 | 108.18000 1241.91| | SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0303 802-76095 440.300 kg | 6.34000 2791.50| | STRUCTURAL STEEL, BREAKAWAY | | | 0304 802-76110 11.000 EACH| 27384.09000 301224.99| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0305 802-76110 1.000 EACH| 9863.03000 9863.03| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , RESET | | | 0306 802-76140 5.000 EACH| 15424.07000 77120.35| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0307 802-76170 32.460 m | 364.78000 11840.76| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0308 802-76175 8.400 m | 464.18000 3899.11| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0309 802-76205 3.000 EACH| 184.09000 552.27| | SIGN MODIFICATION (OVERHEAD) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -40 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 802-93388 2.000 EACH| 250.87000 501.74| | BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0311 804-06771 428.000 EACH| 22.94000 9818.32| | DELINEATOR POST, FLEXIBLE | | | 0312 805-01815 10.000 EACH| 2143.19000 21431.90| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0313 805-01842 34.000 EACH| 690.96000 23492.64| | HANDHOLE, SIGNAL | | | 0314 805-01879 3.000 EACH| 528.55000 1585.65| | SIGNAL SERVICE, INSTALL | | | 0315 805-02087 LUMP| 1534.12000 1534.12| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0316 805-02150 4.000 EACH| 377.70000 1510.80| | PEDESTRIAN SIGNAL HEAD, 460 mm | | | 0317 805-02373 880.000 m | 7.87000 6925.60| | INTERCONNECT CABLE, FIBER OPTIC | | | 0318 805-04955 1.000 EACH| 1127.92000 1127.92| | MODULE FOR FIBER OPTICS | | | 0319 805-04977 1.000 EACH| 34891.73000 34891.73| | MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-39.3 | | | 0320 805-04977 1.000 EACH| 37660.70000 37660.70| | MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-39.7 | | | 0321 805-04977 1.000 EACH| 29236.09000 29236.09| | MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-40.3 | | | 0322 805-04977 1.000 EACH| 29081.15000 29081.15| | MICROLOOP DETECTOR ASSEMBLY- SITE | | | I465-40.8 | | | 0323 805-06107 16.000 EACH| 59.68000 954.88| | PADLOCK | | | 0324 805-06592 1955.000 m | 37.18000 72686.90| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0325 805-06592 556.600 m | 43.78000 24367.95| | CONDUIT, STEEL, GALVANIZED, 50mm , PUSH | | | 0326 805-06592 100.100 m | 37.18000 3721.72| | CONDUIT, STEEL, GALVANIZED, 50mm , | | | TRENCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -41 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0327 805-06595 201.000 m | 17.03000 3423.03| | CONDUIT, PVC, 50 mm | | | 0328 805-06595 1102.200 m | 17.03000 18770.47| | CONDUIT, PVC, 50 mm , TRENCH | | | 0329 805-06600 1102.200 m | 48.09000 53004.80| | CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0330 805-06600 80.300 m | 41.10000 3300.33| | CONDUIT, PVC, 75 mm , TRENCH | | | 0331 805-07074 4.000 EACH| 17889.14000 71556.56| | ITS CONTROLLER CABINET | | | 0332 805-07075 4.000 EACH| 1824.15000 7296.60| | ITS CABINET FOUNDATION | | | 0333 805-78106 1.000 EACH| 15875.52000 15875.52| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0334 805-78109 2.000 EACH| 12656.16000 25312.32| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0335 805-78205 18.000 EACH| 770.10000 13861.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0336 805-78230 3.000 EACH| 1227.07000 3681.21| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0337 805-78415 8.000 EACH| 1615.79000 12926.32| | SPAN, CATENARY, AND TETHER | | | 0338 805-78420 6.000 EACH| 214.76000 1288.56| | DISCONNECT HANGER | | | 0339 805-78467 15.500 m | 4.69000 72.70| | SIGNAL CABLE, 3C 8GA. | | | 0340 805-78470 835.000 m | 3.06000 2555.10| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0341 805-78485 945.000 m | 3.42000 3231.90| | SIGNAL CABLE, 5C 14GA. | | | 0342 805-78490 385.000 m | 3.77000 1451.45| | SIGNAL CABLE, 7C 14GA. | | | 0343 805-78500 110.000 m | 4.69000 515.90| | SIGNAL CABLE, 11C 14GA. | | | 0344 805-78510 2230.000 m | 3.07000 6846.10| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0345 805-78746 654.800 m | 28.52000 18674.90| | PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -42 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0346 805-78785 8.000 EACH| 929.48000 7435.84| | SIGNAL DETECTOR HOUSING | | | 0347 805-78925 3.000 EACH| 1057.09000 3171.27| | CONTROLLER CABINET FOUNDATION, P1 | | | 0348 805-81032 10.000 EACH| 2490.47000 24904.70| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0349 805-86805 1.000 EACH| 2817.42000 2817.42| | SERVICE POINT, I | | | 0350 805-86810 8.000 EACH| 3978.03000 31824.24| | SERVICE POINT, II | | | 0351 805-86820 26.000 EACH| 620.06000 16121.56| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0352 805-86889 950.000 m | 1.49000 1415.50| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0353 805-86920 97.000 EACH| 11.64000 1129.08| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0354 805-86925 16.000 EACH| 18.60000 297.60| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0355 805-86930 87.000 EACH| 10.37000 902.19| | INSULATING LINK, NOT WATERPROOFED | | | 0356 805-86935 32.000 EACH| 18.20000 582.40| | INSULATING LINK, WATERPROOFED | | | 0357 805-86955 32.000 EACH| 194.02000 6208.64| | CABLE DUCT MARKER | | | 0358 805-90736 1.000 EACH| 903.68000 903.68| | TELEPHONE MODEM | | | 0359 805-90737 1.000 EACH| 845.67000 845.67| | TELEPHONE SERVICE | | | 0360 805-92504 11.000 EACH| 277.54000 3052.94| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0361 805-98335 5520.000 m | 20.10000 110952.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0362 805-98336 250.000 m | 14.58000 3645.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0363 807-02191 43.000 EACH| 160.64000 6907.52| | HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -43 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0364 807-04309 1.000 EACH| 2204.25000 2204.25| | PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0365 807-04651 81.400 m | 17.33000 1410.66| | WIRE 3 XHHW NO. 1/0 COPPER | | | 0366 807-04651 5.500 m | 14.20000 78.10| | WIRE 3 XHHW NO. 2 COPPER | | | 0367 807-04651 496.000 m | 18.95000 9399.20| | WIRE 3 XHHW NO. 3/0 COPPER | | | 0368 807-04652 4.000 EACH| 3622.36000 14489.44| | SERVICE POINT , ATMS | | | 0369 807-78590 8.000 EACH| 690.97000 5527.76| | HANDHOLE | | | 0370 807-82005 3.000 EACH| 592.35000 1777.05| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0371 807-82017 2.000 EACH| 486.79000 973.58| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0372 807-82056 2.000 EACH| 2518.32000 5036.64| | UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0373 807-82400 13.000 EACH| 14561.15000 189294.95| | LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0374 807-84804 20.000 EACH| 1121.48000 22429.60| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0375 807-84814 6.000 EACH| 1121.48000 6728.88| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0376 807-86620 26.000 EACH| 233.32000 6066.32| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0377 807-86665 78.000 EACH| 511.76000 39917.28| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0378 807-86750 12.000 EACH| 418.95000 5027.40| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0379 807-86790 33.000 EACH| 395.74000 13059.42| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -44 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 807-86830 13.000 EACH| 5549.55000 72144.15| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0381 807-86910 42.000 EACH| 32.41000 1361.22| | CONNECTOR KIT, UNFUSED | | | 0382 807-86915 58.000 EACH| 33.57000 1947.06| | CONNECTOR KIT, FUSED | | | 0383 807-86950 56.000 EACH| 55.31000 3097.36| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0384 808-01509 24.600 m | 12.13000 298.40| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0385 808-03179 28.000 EACH| 165.58000 4636.24| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0386 808-06701 132.000 m | 0.86000 113.52| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0387 808-06703 3285.000 m | 0.86000 2825.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0388 808-06705 76.000 m | 4.27000 324.52| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0389 808-06716 21600.000 m | 1.21000 26136.00| | LINE, REMOVE | | | 0390 808-75051 18097.000 m | 3.45000 62434.65| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0391 808-75053 3208.000 m | 6.17000 19793.36| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0392 808-75054 8403.000 m | 3.45000 28990.35| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0393 808-75059 3045.000 m | 3.45000 10505.25| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0394 808-75061 2631.000 m | 4.30000 11313.30| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -45 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 808-75067 112.600 m | 33.75000 3800.25| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0396 808-75069 105.000 m | 8.44000 886.20| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0397 808-75071 29.000 EACH| 172.97000 5016.13| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0398 808-75245 2521.000 m | 0.86000 2168.06| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0399 808-75260 34.000 m | 6.59000 224.06| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0400 808-75297 59.900 m | 11.60000 694.84| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0401 808-75300 46.900 m | 3.37000 158.05| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0402 808-75320 13.000 EACH| 61.17000 795.21| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0403 808-75325 4.000 EACH| 81.21000 324.84| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0404 808-75510 88.000 m | 33.75000 2970.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0405 808-75994 618.000 EACH| 8.38000 5178.84| | PRISMATIC REFLECTOR | | | 0406 808-75996 650.000 EACH| 4.75000 3087.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0407 808-75998 1651.000 EACH| 18.98000 31335.98| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0408 808-91662 194.000 m | 16.87000 3272.78| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0409 808-98796 9.600 m | 10.92000 104.83| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 131 -46 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,952,296.78 ROUTE : 465 CALL ORDER : 131 CONTRACT ID : R -26549-A COUNTIES : MARION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 202-94607 LUMP| 32000.00000 32000.00| | RETAINING WALL, REMOVE | | | 0411 210-07095 LUMP| 52000.00000 52000.00| | TEMPORARY PIPE | | | 0412 715-04629 1.000 EACH| 2425.00000 2425.00| | PIPE END SECTION, 1650 mm | | | 0413 724-03276 89.000 m | 330.00000 29370.00| | EXPANSION JOINT SEALING SYSTEM , XJS | | | SECTION TOTALS | $ 34,611,990.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 34,611,990.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4328006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,224,089.20 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,252,152.70 102.2926% 3 35-1875662 CRIDER & CRIDER, INC. $ 1,276,443.07 104.2769% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,340,229.80 109.4879% 5 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,382,686.61 112.9563% 6 35-2131982 J B I CONSTRUCTION INC. $ 1,543,721.69 126.1118% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0999231 |(3) 35-1875662 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE PROBLEM CORRECTIONS | | | 0001 105-06845 LUMP| 19000.00000 19000.00| 18100.00000 18100.00| 22600.00000 22600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 975.00000 7800.00| 1500.00000 12000.00| 1830.00000 14640.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 61000.00000 61000.00| 62500.00000 62500.00| 63000.00000 63000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 25000.00000 25000.00| 39000.00000 39000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 122.000 m2 | 19.00000 2318.00| 15.00000 1830.00| 26.70000 3257.40 PAVEMENT, REMOVE | | | 0006 202-60820 6900.000 m2 | 1.50000 10350.00| 1.60000 11040.00| 3.00000 20700.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 885.000 m3 | 29.00000 25665.00| 59.00000 52215.00| 32.00000 28320.00 EXCAVATION, COMMON | | | 0008 205-06932 20.000 m | 8.50000 170.00| 8.20000 164.00| 48.30000 966.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 1810.000 m | 5.50000 9955.00| 5.60000 10136.00| 5.20000 9412.00 TEMPORARY SILT FENCE | | | 0010 207-07500 2568.000 m2 | 7.00000 17976.00| 5.50000 14124.00| 10.20000 26193.60 SUBGRADE TREATMENT, TYPE C | | | 0011 207-07503 1050.000 m2 | 5.00000 5250.00| 3.50000 3675.00| 5.10000 5355.00 SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 4107.000 m3 | 18.00000 73926.00| 25.00000 102675.00| 23.25000 95487.75 STRUCTURE BACKFILL | | | 0013 303-01180 644.000 Mg | 19.00000 12236.00| 43.00000 27692.00| 14.40000 9273.60 COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0999231 |(3) 35-1875662 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07490 1074.000 Mg | 80.00000 85920.00| 53.00000 56922.00| 67.20000 72172.80 HMA PATCHING, TYPE B | | | 0015 401-07334 778.000 Mg | 61.00000 47458.00| 60.50000 47069.00| 63.50000 49403.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0016 401-07403 367.000 Mg | 52.00000 19084.00| 59.50000 21836.50| 62.50000 22937.50 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0017 401-07418 630.000 Mg | 55.00000 34650.00| 58.50000 36855.00| 61.40000 38682.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0018 402-07441 548.000 Mg | 52.25000 28633.00| 49.00000 26852.00| 56.70000 31071.60 HMA TYPE B, BASE | | | 0019 402-07453 89.000 Mg | 75.00000 6675.00| 68.00000 6052.00| 71.40000 6354.60 HMA FOR TEMPORARY PAVEMENT | | | 0020 405-05517 0.650 Mg | 700.00000 455.00| 835.00000 542.75| 875.00000 568.75 ASPHALT FOR PRIME COAT | | | 0021 406-05520 8.090 Mg | 240.00000 1941.60| 215.00000 1739.35| 225.00000 1820.25 ASPHALT FOR TACK COAT | | | 0022 601-06035 25.000 m | 150.00000 3750.00| 160.00000 4000.00| 80.00000 2000.00 GUARDRAIL, RESET | | | 0023 604-06069 140.000 m2 | 120.00000 16800.00| 60.00000 8400.00| 56.00000 7840.00 CURB RAMP, CONCRETE | | | 0024 604-06070 264.000 m2 | 54.00000 14256.00| 43.00000 11352.00| 30.00000 7920.00 SIDEWALK, CONCRETE | | | 0025 605-06120 13.000 m | 79.00000 1027.00| 100.00000 1300.00| 58.00000 754.00 CURB, CONCRETE | | | 0026 605-06140 1277.000 m | 41.00000 52357.00| 36.00000 45972.00| 37.00000 47249.00 CURB AND GUTTER, CONCRETE | | | 0027 610-07486 75.000 Mg | 110.00000 8250.00| 75.00000 5625.00| 90.50000 6787.50 HMA FOR APPROACHES, TYPE A | | | 0028 610-07487 652.000 Mg | 60.00000 39120.00| 64.00000 41728.00| 67.20000 43814.40 HMA FOR APPROACHES, TYPE B | | | 0029 611-05330 358.000 m2 | 59.00000 21122.00| 43.00000 15394.00| 52.40000 18759.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 90.000 m2 | 2.00000 180.00| 2.00000 180.00| 2.15000 193.50 GEOTEXTILES | | | 0031 616-06405 65.000 Mg | 25.00000 1625.00| 32.00000 2080.00| 22.75000 1478.75 RIPRAP, REVETMENT | | | 0032 621-01004 8.000 EACH| 400.00000 3200.00| 250.00000 2000.00| 525.00000 4200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.540 Mg | 375.00000 202.50| 370.00000 199.80| 515.00000 278.10 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0999231 |(3) 35-1875662 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06553 114.000 kg | 6.00000 684.00| 6.50000 741.00| 8.40000 957.60 SEED MIXTURE, R | | | 0035 621-06557 500.000 kg | 5.00000 2500.00| 5.30000 2650.00| 6.30000 3150.00 SEED MIXTURE, T | | | 0036 621-06565 90.000 Mg | 375.00000 33750.00| 370.00000 33300.00| 430.00000 38700.00 MULCHING MATERIAL | | | 0037 621-06567 117.000 kL | 8.00000 936.00| 11.00000 1287.00| 1.05000 122.85 WATER | | | 0038 621-06570 156.000 m3 | 55.00000 8580.00| 55.00000 8580.00| 14.40000 2246.40 TOP SOIL | | | 0039 621-06575 5833.000 m2 | 3.75000 21873.75| 3.40000 19832.20| 4.30000 25081.90 SODDING, NURSERY | | | 0040 715-05048 1288.000 m | 10.00000 12880.00| 16.00000 20608.00| 12.85000 16550.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0041 715-05053 10.800 m | 54.00000 583.20| 170.00000 1836.00| 26.00000 280.80 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0042 715-05149 344.000 m | 89.00000 30616.00| 80.00000 27520.00| 78.00000 26832.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0043 715-05151 35.500 m | 112.00000 3976.00| 95.00000 3372.50| 89.00000 3159.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0044 715-05152 40.000 m | 59.00000 2360.00| 99.00000 3960.00| 118.00000 4720.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0045 715-05153 83.500 m | 89.00000 7431.50| 140.00000 11690.00| 125.00000 10437.50 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0046 715-05154 110.000 m | 133.00000 14630.00| 170.00000 18700.00| 132.00000 14520.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05156 1041.500 m | 163.00000 169764.50| 190.00000 197885.00| 184.00000 191636.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0048 715-07071 1.000 EACH| 1100.00000 1100.00| 870.00000 870.00| 1035.00000 1035.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0049 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.15000 3150.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0050 718-52610 296.200 m3 | 29.00000 8589.80| 45.00000 13329.00| 40.00000 11848.00 AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 2449.000 m2 | 1.00000 2449.00| 1.00000 2449.00| 1.70000 4163.30 GEOTEXTILES FOR UNDERDRAIN | | | 0052 720-44000 10.000 EACH| 375.00000 3750.00| 370.00000 3700.00| 410.00000 4100.00 CASTING, ADJUST TO GRADE | | | 0053 720-45015 17.000 EACH| 975.00000 16575.00| 870.00000 14790.00| 1260.00000 21420.00 INLET, A8 | | | 0054 720-45250 24.000 EACH| 1575.00000 37800.00| 1190.00000 28560.00| 1500.00000 36000.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0999231 |(3) 35-1875662 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-45260 4.000 EACH| 625.00000 2500.00| 590.00000 2360.00| 640.00000 2560.00 PIPE CATCH BASIN, 300 mm | | | 0056 720-45275 4.000 EACH| 800.00000 3200.00| 690.00000 2760.00| 775.00000 3100.00 PIPE CATCH BASIN, 600 mm | | | 0057 720-45410 11.000 EACH| 1100.00000 12100.00| 1480.00000 16280.00| 2000.00000 22000.00 MANHOLE, C4 | | | 0058 720-45415 1.000 EACH| 3900.00000 3900.00| 2200.00000 2200.00| 2500.00000 2500.00 MANHOLE, D4 | | | 0059 720-45515 9.000 EACH| 4400.00000 39600.00| 2200.00000 19800.00| 2500.00000 22500.00 MANHOLE, D4, MODIFIED | | | 0060 720-91973 9.000 EACH| 2400.00000 21600.00| 2200.00000 19800.00| 3000.00000 27000.00 MANHOLE, H4 | | | 0061 720-98174 1.000 EACH| 1575.00000 1575.00| 1360.00000 1360.00| 1650.00000 1650.00 INLET, B15 | | | 0062 720-99417 1.000 EACH| 1675.00000 1675.00| 1520.00000 1520.00| 1800.00000 1800.00 CATCH BASIN, C15 | | | 0063 801-04308 10.000 EACH| 325.00000 3250.00| 310.00000 3100.00| 395.00000 3950.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 851.000 m | 1.00000 851.00| 1.00000 851.00| 0.90000 765.90 TEMPORARY PAVEMENT MARKING, 100 mm PAINT| | | 0065 801-06207 3545.000 m | 3.50000 12407.50| 3.25000 11521.25| 3.10000 10989.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0066 801-06640 61.000 EACH| 134.00000 8174.00| 130.00000 7930.00| 136.00000 8296.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 30.000 EACH| 41.00000 1230.00| 42.00000 1260.00| 42.00000 1260.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 27194.40000 27194.40| 34500.00000 34500.00| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | 0069 801-07118 122.000 m | 65.00000 7930.00| 64.00000 7808.00| 34.60000 4221.20 BARRICADE, III-A | | | 0070 802-05701 193.600 m | 35.00000 6776.00| 35.00000 6776.00| 44.00000 8518.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-05702 6.200 m | 40.00000 248.00| 41.00000 254.20| 48.00000 297.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 23.051 m2 | 250.00000 5762.75| 250.00000 5762.75| 68.00000 1567.47 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 808-06703 288.000 m | 1.20000 345.60| 1.20000 345.60| 1.75000 504.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0999231 |(3) 35-1875662 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-06716 1515.000 m | 3.50000 5302.50| 3.00000 4545.00| 1.25000 1893.75 LINE, REMOVE | | | 0075 808-75240 132.000 m | 1.20000 158.40| 1.20000 158.40| 1.75000 231.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0076 808-75245 586.000 m | 1.20000 703.20| 1.20000 703.20| 1.75000 1025.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 808-75297 66.000 m | 13.00000 858.00| 13.00000 858.00| 10.45000 689.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0078 808-75300 232.000 m | 2.75000 638.00| 2.60000 603.20| 2.65000 614.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0079 808-75996 38.000 EACH| 25.00000 950.00| 10.00000 380.00| 10.00000 380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 38.000 EACH| 69.00000 2622.00| 65.00000 2470.00| 57.75000 2194.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 808-95933 42.000 m | 8.50000 357.00| 8.00000 336.00| 7.90000 331.80 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,224,089.20| $ 1,252,152.70| $ 1,276,443.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,224,089.20| $ 1,252,152.70| $ 1,276,443.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 37-0797609 |(6) 35-2131982 |AMERICAN CONTRACTING & SERVI|FEUTZ CONTRACTORS, INC. |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE PROBLEM CORRECTIONS | | | 0001 105-06845 LUMP| 34000.00000 34000.00| 23000.00000 23000.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| 1100.00000 8800.00| 2000.00000 16000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 66300.00000 66300.00| 69000.00000 69000.00| 130315.00000 130315.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30326.00000 30326.00| 40000.00000 40000.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 122.000 m2 | 7.25000 884.50| 19.00000 2318.00| 10.84000 1322.48 PAVEMENT, REMOVE | | | 0006 202-60820 6900.000 m2 | 1.50000 10350.00| 1.25000 8625.00| 1.49000 10281.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 885.000 m3 | 19.00000 16815.00| 32.00000 28320.00| 20.66000 18284.10 EXCAVATION, COMMON | | | 0008 205-06932 20.000 m | 19.00000 380.00| 26.00000 520.00| 48.30000 966.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 1810.000 m | 5.25000 9502.50| 6.25000 11312.50| 5.20000 9412.00 TEMPORARY SILT FENCE | | | 0010 207-07500 2568.000 m2 | 20.00000 51360.00| 19.50000 50076.00| 14.50000 37236.00 SUBGRADE TREATMENT, TYPE C | | | 0011 207-07503 1050.000 m2 | 3.60000 3780.00| 13.00000 13650.00| 12.65000 13282.50 SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 4107.000 m3 | 28.00000 114996.00| 17.00000 69819.00| 20.00000 82140.00 STRUCTURE BACKFILL | | | 0013 303-01180 644.000 Mg | 24.00000 15456.00| 19.00000 12236.00| 15.25000 9821.00 COMPACTED AGGREGATE, 53 | | | 0014 304-07490 1074.000 Mg | 67.00000 71958.00| 90.00000 96660.00| 74.17000 79658.58 HMA PATCHING, TYPE B | | | 0015 401-07334 778.000 Mg | 64.00000 49792.00| 66.00000 51348.00| 63.53000 49426.34 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0016 401-07403 367.000 Mg | 54.00000 19818.00| 65.00000 23855.00| 62.48000 22930.16 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0017 401-07418 630.000 Mg | 62.00000 39060.00| 64.00000 40320.00| 61.43000 38700.90 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0018 402-07441 548.000 Mg | 57.00000 31236.00| 59.00000 32332.00| 56.70000 31071.60 HMA TYPE B, BASE | | | 0019 402-07453 89.000 Mg | 72.00000 6408.00| 74.00000 6586.00| 71.40000 6354.60 HMA FOR TEMPORARY PAVEMENT | | | 0020 405-05517 0.650 Mg | 900.00000 585.00| 910.00000 591.50| 876.75000 569.89 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 37-0797609 |(6) 35-2131982 |AMERICAN CONTRACTING & SERVI|FEUTZ CONTRACTORS, INC. |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 8.090 Mg | 220.00000 1779.80| 230.00000 1860.70| 225.75000 1826.32 ASPHALT FOR TACK COAT | | | 0022 601-06035 25.000 m | 139.00000 3475.00| 83.00000 2075.00| 76.00000 1900.00 GUARDRAIL, RESET | | | 0023 604-06069 140.000 m2 | 48.00000 6720.00| 85.00000 11900.00| 47.15000 6601.00 CURB RAMP, CONCRETE | | | 0024 604-06070 264.000 m2 | 47.00000 12408.00| 46.00000 12144.00| 45.80000 12091.20 SIDEWALK, CONCRETE | | | 0025 605-06120 13.000 m | 62.00000 806.00| 117.00000 1521.00| 60.00000 780.00 CURB, CONCRETE | | | 0026 605-06140 1277.000 m | 41.00000 52357.00| 55.00000 70235.00| 39.45000 50377.65 CURB AND GUTTER, CONCRETE | | | 0027 610-07486 75.000 Mg | 90.00000 6750.00| 94.00000 7050.00| 102.62000 7696.50 HMA FOR APPROACHES, TYPE A | | | 0028 610-07487 652.000 Mg | 68.00000 44336.00| 70.00000 45640.00| 79.26000 51677.52 HMA FOR APPROACHES, TYPE B | | | 0029 611-05330 358.000 m2 | 47.00000 16826.00| 56.00000 20048.00| 45.45000 16271.10 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 90.000 m2 | 5.00000 450.00| 1.72000 154.80| 2.30000 207.00 GEOTEXTILES | | | 0031 616-06405 65.000 Mg | 34.00000 2210.00| 26.00000 1690.00| 30.71000 1996.15 RIPRAP, REVETMENT | | | 0032 621-01004 8.000 EACH| 650.00000 5200.00| 715.00000 5720.00| 630.00000 5040.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.540 Mg | 775.00000 418.50| 834.00000 450.36| 735.00000 396.90 FERTILIZER | | | 0034 621-06553 114.000 kg | 10.50000 1197.00| 11.00000 1254.00| 7.77000 885.78 SEED MIXTURE, R | | | 0035 621-06557 500.000 kg | 5.00000 2500.00| 5.00000 2500.00| 4.55000 2275.00 SEED MIXTURE, T | | | 0036 621-06565 90.000 Mg | 410.00000 36900.00| 440.00000 39600.00| 561.75000 50557.50 MULCHING MATERIAL | | | 0037 621-06567 117.000 kL | 1.00000 117.00| 1.10000 128.70| 0.60000 70.20 WATER | | | 0038 621-06570 156.000 m3 | 22.00000 3432.00| 25.00000 3900.00| 35.00000 5460.00 TOP SOIL | | | 0039 621-06575 5833.000 m2 | 4.00000 23332.00| 4.00000 23332.00| 5.65000 32956.45 SODDING, NURSERY | | | 0040 715-05048 1288.000 m | 20.00000 25760.00| 22.50000 28980.00| 12.50000 16100.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 37-0797609 |(6) 35-2131982 |AMERICAN CONTRACTING & SERVI|FEUTZ CONTRACTORS, INC. |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05053 10.800 m | 80.00000 864.00| 305.00000 3294.00| 26.78000 289.22 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0042 715-05149 344.000 m | 125.00000 43000.00| 125.00000 43000.00| 172.35000 59288.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0043 715-05151 35.500 m | 125.00000 4437.50| 128.00000 4544.00| 156.60000 5559.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0044 715-05152 40.000 m | 130.00000 5200.00| 129.00000 5160.00| 119.25000 4770.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0045 715-05153 83.500 m | 134.00000 11189.00| 132.00000 11022.00| 124.85000 10424.98 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0046 715-05154 110.000 m | 150.00000 16500.00| 135.00000 14850.00| 165.51000 18206.10 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05156 1041.500 m | 180.00000 187470.00| 149.00000 155183.50| 242.42000 252480.43 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0048 715-07071 1.000 EACH| 1500.00000 1500.00| 1480.00000 1480.00| 1137.50000 1137.50 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0049 718-06532 1000.000 m | 3.10000 3100.00| 2.90000 2900.00| 3.15000 3150.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0050 718-52610 296.200 m3 | 50.00000 14810.00| 25.00000 7405.00| 35.75000 10589.15 AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 2449.000 m2 | 2.00000 4898.00| 2.20000 5387.80| 0.45000 1102.05 GEOTEXTILES FOR UNDERDRAIN | | | 0052 720-44000 10.000 EACH| 300.00000 3000.00| 410.00000 4100.00| 450.00000 4500.00 CASTING, ADJUST TO GRADE | | | 0053 720-45015 17.000 EACH| 1049.00000 17833.00| 1020.00000 17340.00| 1822.00000 30974.00 INLET, A8 | | | 0054 720-45250 24.000 EACH| 1290.00000 30960.00| 1400.00000 33600.00| 2177.41000 52257.84 CATCH BASIN, K10 | | | 0055 720-45260 4.000 EACH| 725.00000 2900.00| 560.00000 2240.00| 1125.00000 4500.00 PIPE CATCH BASIN, 300 mm | | | 0056 720-45275 4.000 EACH| 1000.00000 4000.00| 760.00000 3040.00| 1681.50000 6726.00 PIPE CATCH BASIN, 600 mm | | | 0057 720-45410 11.000 EACH| 1650.00000 18150.00| 1500.00000 16500.00| 2261.00000 24871.00 MANHOLE, C4 | | | 0058 720-45415 1.000 EACH| 2400.00000 2400.00| 2040.00000 2040.00| 2292.00000 2292.00 MANHOLE, D4 | | | 0059 720-45515 9.000 EACH| 2400.00000 21600.00| 1930.00000 17370.00| 3190.00000 28710.00 MANHOLE, D4, MODIFIED | | | 0060 720-91973 9.000 EACH| 2400.00000 21600.00| 2430.00000 21870.00| 3585.00000 32265.00 MANHOLE, H4 | | | 0061 720-98174 1.000 EACH| 2100.00000 2100.00| 1750.00000 1750.00| 2749.00000 2749.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 37-0797609 |(6) 35-2131982 |AMERICAN CONTRACTING & SERVI|FEUTZ CONTRACTORS, INC. |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 720-99417 1.000 EACH| 2200.00000 2200.00| 1680.00000 1680.00| 2748.00000 2748.00 CATCH BASIN, C15 | | | 0063 801-04308 10.000 EACH| 300.00000 3000.00| 320.00000 3200.00| 441.00000 4410.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 851.000 m | 1.00000 851.00| 1.00000 851.00| 0.90000 765.90 TEMPORARY PAVEMENT MARKING, 100 mm PAINT| | | 0065 801-06207 3545.000 m | 3.30000 11698.50| 3.50000 12407.50| 3.10000 10989.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0066 801-06640 61.000 EACH| 130.00000 7930.00| 130.00000 7930.00| 136.50000 8326.50 CONSTRUCTION SIGN, A | | | 0067 801-06645 30.000 EACH| 43.00000 1290.00| 44.00000 1320.00| 47.25000 1417.50 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 36000.00000 36000.00| 80000.00000 80000.00| 46582.01000 46582.01 MAINTAINING TRAFFIC | | | 0069 801-07118 122.000 m | 64.00000 7808.00| 66.00000 8052.00| 35.20000 4294.40 BARRICADE, III-A | | | 0070 802-05701 193.600 m | 34.00000 6582.40| 34.00000 6582.40| 43.85000 8489.36 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-05702 6.200 m | 39.00000 241.80| 23.00000 142.60| 48.30000 299.46 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 23.051 m2 | 200.00000 4610.20| 246.00000 5670.55| 68.25000 1573.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 808-06703 288.000 m | 1.25000 360.00| 1.30000 374.40| 1.73000 498.24 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0074 808-06716 1515.000 m | 3.10000 4696.50| 3.30000 4999.50| 1.26000 1908.90 LINE, REMOVE | | | 0075 808-75240 132.000 m | 1.40000 184.80| 1.30000 171.60| 1.73000 228.36 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0076 808-75245 586.000 m | 1.25000 732.50| 1.30000 761.80| 1.73000 1013.78 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 808-75297 66.000 m | 13.05000 861.30| 14.00000 924.00| 10.45000 689.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0078 808-75300 232.000 m | 2.75000 638.00| 2.80000 649.60| 2.63000 610.16 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,193,499.50 ROUTE : STATE ROAD 157 CALL ORDER : 141 CONTRACT ID : R -26554-A COUNTIES : GREENE LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 37-0797609 |(6) 35-2131982 |AMERICAN CONTRACTING & SERVI|FEUTZ CONTRACTORS, INC. |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75996 38.000 EACH| 12.00000 456.00| 7.30000 277.40| 15.00000 570.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 38.000 EACH| 70.00000 2660.00| 71.00000 2698.00| 57.75000 2194.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 808-95933 42.000 m | 8.00000 336.00| 8.70000 365.40| 7.90000 331.80 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,340,229.80| $ 1,382,686.61| $ 1,543,721.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,340,229.80| $ 1,382,686.61| $ 1,543,721.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9925014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 283,365.57 100.0000% 2 35-1460625 BROWN ,LEO CONSTRUCTION CO $ 306,629.14 108.2097% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 331,655.85 117.0416% 4 35-0997978 PHEND & BROWN, INC. $ 404,387.64 142.7088% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1460625 |(3) 35-1817530 |BROOKS CONSTRUCTION |BROWN, LEO CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 3600.00000 3600.00| 4600.00000 4600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1100.00000 6600.00| 1800.00000 10800.00| 1340.00000 8040.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 9747.00000 9747.00| 16330.00000 16330.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01261 1.000 EACH| 450.00000 450.00| 460.00000 460.00| 450.00000 450.00 TESTING FOR ASBESTOS | | | 0005 202-02240 22.150 m2 | 13.00000 287.95| 90.00000 1993.50| 58.00000 1284.70 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 1200.00000 1200.00| 2807.00000 2807.00| 25305.00000 25305.00 HOUSES AND BUILDINGS, REMOVE | | | 0007 202-74035 1.000 EACH| 235.00000 235.00| 15.00000 15.00| 294.00000 294.00 SIGN, REMOVE | | | 0008 202-94116 1.000 EACH| 40.00000 40.00| 100.00000 100.00| 40.00000 40.00 LUMINAIRE, REMOVE | | | 0009 202-98370 1.000 EACH| 1.00000 1.00| 10.00000 10.00| 150.00000 150.00 POLE, REMOVE | | | 0010 203-02000 375.000 m3 | 27.00000 10125.00| 16.20000 6075.00| 42.50000 15937.50 EXCAVATION, COMMON | | | 0011 210-04181 8.000 EACH| 350.00000 2800.00| 172.00000 1376.00| 540.00000 4320.00 BICYCLE RACK | | | 0012 210-07571 43.000 m | 1516.28000 65200.04| 1447.00000 62221.00| 930.23000 39999.89 TRELLIS SYSTEM | | | 0013 210-07572 2.000 EACH| 750.00000 1500.00| 796.00000 1592.00| 1253.00000 2506.00 TABLE , ROUND, 36 IN. | | | 0014 210-07573 8.000 EACH| 250.00000 2000.00| 199.00000 1592.00| 581.00000 4648.00 CHAIR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1460625 |(3) 35-1817530 |BROOKS CONSTRUCTION |BROWN, LEO CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-07574 LUMP| 300.00000 300.00| 567.00000 567.00| 493.00000 493.00 PAVEMENT MARKING | | | 0016 211-07454 100.000 m3 | 50.00000 5000.00| 36.50000 3650.00| 22.00000 2200.00 STRUCTURE BACKFILL | | | 0017 303-52308 370.000 Mg | 20.00000 7400.00| 18.50000 6845.00| 14.00000 5180.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 100.600 Mg | 60.00000 6036.00| 65.00000 6539.00| 57.00000 5734.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 33.500 Mg | 82.00000 2747.00| 104.00000 3484.00| 91.00000 3048.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 604-44251 1.750 m3 | 675.00000 1181.25| 1465.00000 2563.75| 2360.00000 4130.00 STEPS, CONCRETE | | | 0021 604-91531 188.800 m2 | 75.00000 14160.00| 62.00000 11705.60| 137.00000 25865.60 SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06120 12.200 m | 73.00000 890.60| 82.00000 1000.40| 125.00000 1525.00 CURB, CONCRETE (BARRIER TYPE) | | | 0023 607-06175 48.500 m | 60.00000 2910.00| 52.50000 2546.25| 119.00000 5771.50 GUTTER, CONCRETE | | | 0024 611-03671 2.000 EACH| 1000.00000 2000.00| 1003.00000 2006.00| 1456.00000 2912.00 TRASH RECEPTACLE (LF Plainwell) | | | 0025 615-97797 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 1130.00000 1130.00 PLAQUE, BRONZE | | | 0026 621-06570 59.000 m3 | 75.00000 4425.00| 36.40000 2147.60| 52.00000 3068.00 TOP SOIL | | | 0027 621-06748 234.000 m2 | 4.00000 936.00| 4.60000 1076.40| 4.00000 936.00 SEEDING | | | 0028 622-03948 6.000 EACH| 800.00000 4800.00| 827.00000 4962.00| 1105.00000 6630.00 PLANTER , CAST STONE | | | 0029 622-05605 120.000 EACH| 7.40000 888.00| 8.51000 1021.20| 7.40000 888.00 PLANT, ANNUAL | | | 0030 622-05611 1.000 EACH| 178.00000 178.00| 205.00000 205.00| 178.00000 178.00 PLANT, BROADLEAF EVERGREEN, CONE, BROAD | | | UPRIGHT, OVER 900 TO 1200 mm | | | 0031 622-05651 2.000 EACH| 666.00000 1332.00| 766.00000 1532.00| 666.00000 1332.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0032 622-05654 268.000 EACH| 14.80000 3966.40| 17.02000 4561.36| 14.80000 3966.40 PLANT, PERENNIAL , 1 GALLON CONTAINER | | | 0033 622-05654 82.000 EACH| 25.00000 2050.00| 29.00000 2378.00| 25.00000 2050.00 PLANT, PERENNIAL , 2 GALLON CONTAINER | | | 0034 622-05654 19.000 EACH| 62.00000 1178.00| 71.30000 1354.70| 62.00000 1178.00 PLANT, PERENNIAL , 3 GALLON CONTAINER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1460625 |(3) 35-1817530 |BROOKS CONSTRUCTION |BROWN, LEO CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 622-05655 36.000 EACH| 2.75000 99.00| 3.16000 113.76| 2.75000 99.00 PLANT, ROOT, TUBER, CORM, BULB , 1 | | | GALLON CONTAINER | | | 0036 622-06576 1.000 m | 1800.00000 1800.00| 3364.00000 3364.00| 2185.00000 2185.00 IRRIGATION SYSTEM QUICK COUPLER | | | 0037 703-51030 4118.250 kg | 0.56000 2306.22| 2.28000 9389.61| 1.20000 4941.90 REINFORCING STEEL | | | 0038 703-51032 549.400 kg | 0.71000 390.07| 0.82000 450.51| 1.40000 769.16 REINFORCING STEEL, EPOXY COATED | | | 0039 704-04850 241.000 m2 | 55.00000 13255.00| 62.50000 15062.50| 112.00000 26992.00 CONCRETE , SIDEWALK AND CURB, MONOLITHIC| | | 0040 704-51002 50.000 m3 | 380.00000 19000.00| 626.00000 31300.00| 140.00000 7000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 712-03812 6.000 EACH| 1200.00000 7200.00| 1209.00000 7254.00| 1735.00000 10410.00 BENCH | | | 0042 714-05065 80.500 m | 566.87000 45633.04| 746.00000 60053.00| 721.00000 58040.50 MASONRY WALL | | | 0043 732-06839 1.000 EACH| 4000.00000 4000.00| 520.00000 520.00| 550.00000 550.00 TAP , WATER AND METER PIT | | | 0044 801-06775 LUMP| 4500.00000 4500.00| 2600.00000 2600.00| 5180.00000 5180.00 MAINTAINING TRAFFIC | | | 0045 802-03896 2.000 EACH| 275.00000 550.00| 184.00000 368.00| 276.00000 552.00 BOLLARD , STELL, CONCRETE FILLED | | | 0046 805-93562 200.000 m | 12.50000 2500.00| 16.83000 3366.00| 12.50000 2500.00 WIRE, THW, NO. 10 COPPER IN PLASTIC | | | DUCT, IN CONDUIT, 3 1/C | | | 0047 807-02857 1.000 EACH| 2370.00000 2370.00| 3141.00000 3141.00| 2370.00000 2370.00 CIRCUIT BREAKER PANEL | | | 0048 807-04671 19.000 EACH| 95.00000 1805.00| 131.00000 2489.00| 95.00000 1805.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0049 807-04779 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 CONCRETE FOUNDATION WITH GROUNDING | | | 0050 807-04962 2.000 EACH| 2125.00000 4250.00| 963.00000 1926.00| 2125.00000 4250.00 LIGHT AND ORNAMENTAL POLE | | | 0051 807-04962 2.000 EACH| 195.00000 390.00| 224.00000 448.00| 195.00000 390.00 LIGHT FIXTURE, SPOT FOR STAGE | | | SECTION TOTALS | $ 283,365.57| $ 306,629.14| $ 331,655.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,365.57| $ 306,629.14| $ 331,655.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1900.00000 11400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20700.00000 20700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01261 1.000 EACH| 450.00000 450.00| | TESTING FOR ASBESTOS | | | 0005 202-02240 22.150 m2 | 28.00000 620.20| | PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 5400.00000 5400.00| | HOUSES AND BUILDINGS, REMOVE | | | 0007 202-74035 1.000 EACH| 235.00000 235.00| | SIGN, REMOVE | | | 0008 202-94116 1.000 EACH| 40.00000 40.00| | LUMINAIRE, REMOVE | | | 0009 202-98370 1.000 EACH| 150.00000 150.00| | POLE, REMOVE | | | 0010 203-02000 375.000 m3 | 61.00000 22875.00| | EXCAVATION, COMMON | | | 0011 210-04181 8.000 EACH| 450.00000 3600.00| | BICYCLE RACK | | | 0012 210-07571 43.000 m | 1680.00000 72240.00| | TRELLIS SYSTEM | | | 0013 210-07572 2.000 EACH| 980.00000 1960.00| | TABLE , ROUND, 36 IN. | | | 0014 210-07573 8.000 EACH| 248.00000 1984.00| | CHAIR | | | 0015 210-07574 LUMP| 493.00000 493.00| | PAVEMENT MARKING | | | 0016 211-07454 100.000 m3 | 62.00000 6200.00| | STRUCTURE BACKFILL | | | 0017 303-52308 370.000 Mg | 25.60000 9472.00| | COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 100.600 Mg | 57.00000 5734.20| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 33.500 Mg | 91.00000 3048.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 604-44251 1.750 m3 | 1000.00000 1750.00| | STEPS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 604-91531 188.800 m2 | 150.00000 28320.00| | SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06120 12.200 m | 200.00000 2440.00| | CURB, CONCRETE (BARRIER TYPE) | | | 0023 607-06175 48.500 m | 150.00000 7275.00| | GUTTER, CONCRETE | | | 0024 611-03671 2.000 EACH| 1200.00000 2400.00| | TRASH RECEPTACLE (LF Plainwell) | | | 0025 615-97797 1.000 EACH| 2700.00000 2700.00| | PLAQUE, BRONZE | | | 0026 621-06570 59.000 m3 | 130.00000 7670.00| | TOP SOIL | | | 0027 621-06748 234.000 m2 | 4.00000 936.00| | SEEDING | | | 0028 622-03948 6.000 EACH| 990.00000 5940.00| | PLANTER , CAST STONE | | | 0029 622-05605 120.000 EACH| 7.40000 888.00| | PLANT, ANNUAL | | | 0030 622-05611 1.000 EACH| 178.00000 178.00| | PLANT, BROADLEAF EVERGREEN, CONE, BROAD | | | UPRIGHT, OVER 900 TO 1200 mm | | | 0031 622-05651 2.000 EACH| 666.00000 1332.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0032 622-05654 268.000 EACH| 14.80000 3966.40| | PLANT, PERENNIAL , 1 GALLON CONTAINER | | | 0033 622-05654 82.000 EACH| 25.00000 2050.00| | PLANT, PERENNIAL , 2 GALLON CONTAINER | | | 0034 622-05654 19.000 EACH| 62.00000 1178.00| | PLANT, PERENNIAL , 3 GALLON CONTAINER | | | 0035 622-05655 36.000 EACH| 2.75000 99.00| | PLANT, ROOT, TUBER, CORM, BULB , 1 | | | GALLON CONTAINER | | | 0036 622-06576 1.000 m | 1304.00000 1304.00| | IRRIGATION SYSTEM QUICK COUPLER | | | 0037 703-51030 4118.250 kg | 2.51000 10336.81| | REINFORCING STEEL | | | 0038 703-51032 549.400 kg | 0.78000 428.53| | REINFORCING STEEL, EPOXY COATED | | | 0039 704-04850 241.000 m2 | 95.00000 22895.00| | CONCRETE , SIDEWALK AND CURB, MONOLITHIC| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,684.76 ROUTE : SR 14 CALL ORDER : 151 CONTRACT ID : R -26565-A COUNTIES : FULTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51002 50.000 m3 | 689.00000 34450.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0041 712-03812 6.000 EACH| 1340.00000 8040.00| | BENCH | | | 0042 714-05065 80.500 m | 716.00000 57638.00| | MASONRY WALL | | | 0043 732-06839 1.000 EACH| 2800.00000 2800.00| | TAP , WATER AND METER PIT | | | 0044 801-06775 LUMP| 13000.00000 13000.00| | MAINTAINING TRAFFIC | | | 0045 802-03896 2.000 EACH| 228.00000 456.00| | BOLLARD , STELL, CONCRETE FILLED | | | 0046 805-93562 200.000 m | 12.50000 2500.00| | WIRE, THW, NO. 10 COPPER IN PLASTIC | | | DUCT, IN CONDUIT, 3 1/C | | | 0047 807-02857 1.000 EACH| 2370.00000 2370.00| | CIRCUIT BREAKER PANEL | | | 0048 807-04671 19.000 EACH| 95.00000 1805.00| | OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0049 807-04779 2.000 EACH| 750.00000 1500.00| | CONCRETE FOUNDATION WITH GROUNDING | | | 0050 807-04962 2.000 EACH| 2125.00000 4250.00| | LIGHT AND ORNAMENTAL POLE | | | 0051 807-04962 2.000 EACH| 195.00000 390.00| | LIGHT FIXTURE, SPOT FOR STAGE | | | SECTION TOTALS | $ 404,387.64| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 404,387.64| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,700.00 ROUTE : SR 63 CALL ORDER : 161 CONTRACT ID : R -26674-B COUNTIES : VIGO LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/22/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012400A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 15,696.00 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 16,500.00 105.1223% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1127746 | |HAUER EXCAVATING |S & G EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 15696.00000 15696.00| 16500.00000 16500.00| HOUSES AND BUILDINGS, REMOVE MOBILE | | | HOMES FROM PROPERTY | | | SECTION TOTALS | $ 15,696.00| $ 16,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,696.00| $ 16,500.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,768,406.41 ROUTE : 231 CALL ORDER : 171 CONTRACT ID : RS-25961-A COUNTIES : OWEN PUTNAM LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/22/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0432024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,679,125.79 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,908,300.00 113.6484% 3 35-1418333 ROGERS GROUP, INC. $ 1,930,520.48 114.9717% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 8.000 MOS | 1121.00000 8968.00| 2100.00000 16800.00| 1525.00000 12200.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 83530.92000 83530.92| 91088.05000 91088.05| 19250.00000 19250.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 159000.000 SYS | 0.59000 93810.00| 0.52000 82680.00| 0.65000 103350.00 SURFACE MILLING, ASPHALT | | | 0004 303-07449 4100.000 TON | 13.61000 55801.00| 18.00000 73800.00| 15.50000 63550.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 500.000 TON | 80.47000 40235.00| 100.00000 50000.00| 127.50000 63750.00 HMA PATCHING, TYPE B | | | 0006 305-98794 100.000 TON | 29.33000 2933.00| 45.00000 4500.00| 80.50000 8050.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-06264 LUMP| 13925.68000 13925.68| 10250.00000 10250.00| 5800.00000 5800.00 PROFILOGRAPH, HMA | | | 0008 401-07320 3734.000 TON | 30.42000 113588.28| 42.00000 156828.00| 44.20000 165042.80 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0009 401-07321 12388.000 TON | 30.42000 376842.96| 39.00000 483132.00| 40.75000 504811.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07390 17918.000 TON | 27.44000 491669.92| 33.00000 591294.00| 34.65000 620858.70 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0011 406-05520 92.000 TON | 195.36000 17973.12| 200.00000 18400.00| 230.00000 21160.00 ASPHALT FOR TACK COAT | | | 0012 608-04395 60.000 TON | 37.67000 2260.20| 130.00000 7800.00| 93.50000 5610.00 AGGREGATE FOR SHOULDER DRAINS | | | 0013 610-07487 4424.000 TON | 47.04000 208104.96| 54.00000 238896.00| 53.50000 236684.00 HMA FOR APPROACHES, TYPE B | | | 0014 615-06505 6.000 EACH| 1062.77000 6376.62| 1200.00000 7200.00| 2100.00000 12600.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,768,406.41 ROUTE : 231 CALL ORDER : 171 CONTRACT ID : RS-25961-A COUNTIES : OWEN PUTNAM LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 11188.000 LFT | 0.51000 5705.88| 0.50000 5594.00| 0.21000 2349.48 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 5604.000 LFT | 1.35000 7565.40| 1.10000 6164.40| 0.60000 3362.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 35.000 EACH| 167.50000 5862.50| 71.00000 2485.00| 68.00000 2380.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 123980.00000 123980.00| 45000.00000 45000.00| 63000.00000 63000.00 MAINTAINING TRAFFIC | | | 0019 808-06705 220.000 LFT | 0.75000 165.00| 0.78000 171.60| 0.77000 169.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0020 808-06712 7400.000 LFT | 0.05000 370.00| 0.05000 370.00| 0.05000 370.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 110590.000 LFT | 0.05000 5529.50| 0.05000 5529.50| 0.05000 5529.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 72349.000 LFT | 0.05000 3617.45| 0.05000 3617.45| 0.05000 3617.45 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 50.000 LFT | 4.50000 225.00| 4.70000 235.00| 4.75000 237.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 1293.000 EACH| 7.80000 10085.40| 5.00000 6465.00| 5.25000 6788.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,679,125.79| $ 1,908,300.00| $ 1,930,520.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,679,125.79| $ 1,908,300.00| $ 1,930,520.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 175 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,000.00 ROUTE : SR 61 CALL ORDER : 175 CONTRACT ID : RS-26309-B COUNTIES : PIKE WARRICK LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 416300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,077,087.35 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,079,000.00 100.1775% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 4400.00000 4400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1400.00000 12600.00| 1100.00000 9900.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 53500.00000 53500.00| 53665.00000 53665.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 133.000 m | 15.00000 1995.00| 15.00000 1995.00| GUARDRAIL, REMOVE | | | 0005 202-02271 2.000 EACH| 800.00000 1600.00| 785.00000 1570.00| HEADWALL, REMOVE | | | 0006 202-60820 6650.000 m2 | 1.20000 7980.00| 1.70000 11305.00| SURFACE MILLING, ASPHALT | | | 0007 202-93741 8.000 EACH| 665.00000 5320.00| 350.00000 2800.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-94749 150.000 m | 16.50000 2475.00| 4.30000 645.00| CURB, ASPHALT, REMOVE | | | 0009 203-91878 600.000 m | 14.00000 8400.00| 25.40000 15240.00| LINEAR DITCH GRADING | | | 0010 205-06932 50.000 m | 19.00000 950.00| 19.00000 950.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 211-07454 170.000 m3 | 36.00000 6120.00| 29.20000 4964.00| STRUCTURE BACKFILL | | | 0012 303-07449 1670.000 Mg | 24.00000 40080.00| 18.60000 31062.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07490 500.000 Mg | 90.00000 45000.00| 71.00000 35500.00| HMA PATCHING, TYPE B | | | 0014 401-07321 13150.000 Mg | 36.50000 479975.00| 42.00000 552300.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0015 402-07451 1200.000 Mg | 50.00000 60000.00| 42.00000 50400.00| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 175 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,000.00 ROUTE : SR 61 CALL ORDER : 175 CONTRACT ID : RS-26309-B COUNTIES : PIKE WARRICK LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 405-05517 42.000 Mg | 300.00000 12600.00| 310.00000 13020.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 45.000 Mg | 168.00000 7560.00| 190.00000 8550.00| ASPHALT FOR TACK COAT | | | 0018 601-01128 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-06035 104.000 m | 28.00000 2912.00| 28.00000 2912.00| GUARDRAIL, RESET | | | 0020 601-94689 4.000 EACH| 3500.00000 14000.00| 1995.00000 7980.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 92.000 m | 37.00000 3404.00| 37.00000 3404.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 605-06120 175.000 m | 54.00000 9450.00| 58.50000 10237.50| CURB, CONCRETE | | | 0023 610-07487 1000.000 Mg | 36.50000 36500.00| 44.00000 44000.00| HMA FOR APPROACHES, TYPE B | | | 0024 616-02320 4845.000 m2 | 1.35000 6540.75| 2.10000 10174.50| GEOTEXTILES | | | 0025 616-05688 90.000 Mg | 40.00000 3600.00| 37.60000 3384.00| RIPRAP, CLASS 1 | | | 0026 616-06405 1720.000 Mg | 28.75000 49450.00| 26.90000 46268.00| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 445.00000 445.00| 445.00000 445.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 50.000 m2 | 4.00000 200.00| 4.05000 202.50| MULCHED SEEDING, R | | | 0029 702-90915 1.000 m3 | 4500.00000 4500.00| 2716.00000 2716.00| CONCRETE, A | | | 0030 715-05119 12.000 m | 650.00000 7800.00| 380.00000 4560.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0031 715-05123 40.000 m | 550.00000 22000.00| 400.00000 16000.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0032 715-05125 12.000 m | 700.00000 8400.00| 415.00000 4980.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0033 715-05238 28.000 m | 650.00000 18200.00| 505.00000 14140.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0034 715-46005 2.000 EACH| 600.00000 1200.00| 380.00000 760.00| PIPE END SECTION, 375 mm | | | 0035 715-46020 6.000 EACH| 650.00000 3900.00| 525.00000 3150.00| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 175 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,000.00 ROUTE : SR 61 CALL ORDER : 175 CONTRACT ID : RS-26309-B COUNTIES : PIKE WARRICK LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-46030 2.000 EACH| 750.00000 1500.00| 615.00000 1230.00| PIPE END SECTION, 750 mm | | | 0037 715-46095 4.000 EACH| 850.00000 3400.00| 745.00000 2980.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0038 720-44000 1.000 EACH| 925.00000 925.00| 230.00000 230.00| CASTING, ADJUST TO GRADE | | | 0039 801-04308 2.000 EACH| 250.00000 500.00| 175.00000 350.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06203 1940.000 m | 1.00000 1940.00| 1.60000 3104.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1940.000 m | 4.85000 9409.00| 3.50000 6790.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06625 26.000 EACH| 100.00000 2600.00| 60.00000 1560.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 89.000 EACH| 100.00000 8900.00| 95.00000 8455.00| CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 45000.00000 45000.00| 25245.35000 25245.35| MAINTAINING TRAFFIC | | | 0045 801-07118 21.900 m | 60.00000 1314.00| 26.50000 580.35| BARRICADE, III-A | | | 0046 802-76055 19.200 m | 21.00000 403.20| 21.00000 403.20| SIGN POST, A | | | 0047 805-01843 1.000 EACH| 250.00000 250.00| 250.00000 250.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0048 805-05906 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| ATR STATION- 2 LANE | | | 0049 808-04298 2.000 EACH| 550.00000 1100.00| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0050 808-06712 1675.000 m | 0.15000 251.25| 0.17000 284.75| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 38770.000 m | 0.15000 5815.50| 0.17000 6590.90| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 32570.000 m | 0.15000 4885.50| 0.17000 5536.90| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-75260 12.000 m | 40.00000 480.00| 8.65000 103.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0054 808-75297 4.000 m | 50.00000 200.00| 16.90000 67.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 175 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,000.00 ROUTE : SR 61 CALL ORDER : 175 CONTRACT ID : RS-26309-B COUNTIES : PIKE WARRICK LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75300 24.000 m | 15.85000 380.40| 4.35000 104.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0056 808-75996 1455.000 EACH| 2.60000 3783.00| 3.00000 4365.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 1455.000 EACH| 17.75000 25826.25| 18.60000 27063.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 808-95933 175.000 m | 2.10000 367.50| 2.15000 376.25| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,077,087.35| $ 1,079,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,077,087.35| $ 1,079,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,505.42 ROUTE : US 27 CALL ORDER : 181 CONTRACT ID : RS-26368-A COUNTIES : UNION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 070000G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,552,068.21 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1700.00000 6800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 77500.00000 77500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 111370.000 SYS | 1.20000 133644.00| | SURFACE MILLING, ASPHALT | | | 0005 304-07490 926.000 TON | 103.00000 95378.00| | HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 3500.00000 3500.00| | PROFILOGRAPH, HMA | | | 0007 401-07328 8521.000 TON | 49.90000 425197.90| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 401-07379 13679.000 TON | 39.95000 546476.05| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0009 406-05520 51.000 TON | 185.00000 9435.00| | ASPHALT FOR TACK COAT | | | 0010 610-07487 1380.000 TON | 77.00000 106260.00| | HMA FOR APPROACHES, TYPE B | | | 0011 801-06203 5857.000 LFT | 0.75000 4392.75| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 5902.000 LFT | 1.35000 7967.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 38.000 EACH| 90.00000 3420.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 80300.00000 80300.00| | MAINTAINING TRAFFIC | | | 0015 808-06712 5795.000 LFT | 0.07000 405.65| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,505.42 ROUTE : US 27 CALL ORDER : 181 CONTRACT ID : RS-26368-A COUNTIES : UNION LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 35843.000 LFT | 0.07000 2509.01| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 36.000 LFT | 4.70000 169.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75340 3.000 EACH| 395.00000 1185.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0019 303-07449 2859.000 TON | 15.05000 43027.95| | COMPACTED AGGREGATE, NO. 73 | | | SECTION TOTALS | $ 1,552,068.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,552,068.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,513.76 ROUTE : 28 CALL ORDER : 191 CONTRACT ID : RS-26369-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 546600A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 682,440.07 100.0000% 2 35-1139301 E & B PAVING, INC. $ 729,908.02 106.9556% 3 35-1065659 BROOKS CONSTRUCTION $ 771,575.48 113.0612% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,145,600.00 167.8682% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1139301 |(3) 35-1065659 |L I C A CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3700.00000 3700.00| 3000.00000 3000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 1200.00000 2400.00| 1500.00000 3000.00| 1000.00000 2000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33850.00000 33850.00| 36000.00000 36000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 79717.000 SYS | 0.62000 49424.54| 0.80000 63773.60| 0.05000 3985.85 SURFACE MILLING, ASPHALT | | | 0005 304-07490 464.500 TON | 44.26000 20558.77| 55.00000 25547.50| 25.00000 11612.50 HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 2800.00000 2800.00| 3000.00000 3000.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0007 401-07328 8240.500 TON | 28.45000 234442.23| 32.50000 267816.25| 45.00000 370822.50 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 401-07379 10221.500 TON | 27.38000 279864.67| 27.00000 275980.50| 35.00000 357752.50 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0009 406-05520 42.500 TON | 150.00000 6375.00| 178.20000 7573.50| 25.00000 1062.50 ASPHALT FOR TACK COAT | | | 0010 606-07484 2172.000 LFT | 1.28000 2780.16| 0.80000 1737.60| 0.70000 1520.40 MILLED HMA SHOULDER CORRUGATIONS | | | 0011 610-07487 464.300 TON | 47.45000 22031.04| 60.00000 27858.00| 25.00000 11607.50 HMA FOR APPROACHES, TYPE B | | | 0012 615-06525 3.000 EACH| 400.00000 1200.00| 300.00000 900.00| 25.00000 75.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 801-06203 3572.000 LFT | 0.30000 1071.60| 0.26000 928.72| 0.01000 35.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 4233.000 LFT | 0.60000 2539.80| 0.73000 3090.09| 0.01000 42.33 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,513.76 ROUTE : 28 CALL ORDER : 191 CONTRACT ID : RS-26369-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1139301 |(3) 35-1065659 |L I C A CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 41.000 EACH| 85.00000 3485.00| 85.00000 3485.00| 25.00000 1025.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 12700.00000 12700.00| 3000.00000 3000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0017 808-06712 4858.500 LFT | 0.09000 437.27| 0.09000 437.27| 0.01000 48.59 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 678.000 LFT | 0.28000 189.84| 0.28000 189.84| 0.28000 189.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 22898.000 LFT | 0.06000 1373.88| 0.06000 1373.88| 0.01000 228.98 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-06721 446.500 LFT | 0.28000 125.02| 0.28000 125.02| 0.28000 125.02 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0021 808-75297 97.500 LFT | 3.50000 341.25| 3.50000 341.25| 3.50000 341.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75340 2.000 EACH| 375.00000 750.00| 375.00000 750.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 682,440.07| $ 729,908.02| $ 771,575.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 682,440.07| $ 729,908.02| $ 771,575.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,513.76 ROUTE : 28 CALL ORDER : 191 CONTRACT ID : RS-26369-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2750.00000 5500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33500.00000 33500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 79717.000 SYS | 1.20000 95660.40| | SURFACE MILLING, ASPHALT | | | 0005 304-07490 464.500 TON | 100.00000 46450.00| | HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 4500.00000 4500.00| | PROFILOGRAPH, HMA | | | 0007 401-07328 8240.500 TON | 50.00000 412025.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 401-07379 10221.500 TON | 43.00000 439524.50| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0009 406-05520 42.500 TON | 165.00000 7012.50| | ASPHALT FOR TACK COAT | | | 0010 606-07484 2172.000 LFT | 1.60000 3475.20| | MILLED HMA SHOULDER CORRUGATIONS | | | 0011 610-07487 464.300 TON | 100.00000 46430.00| | HMA FOR APPROACHES, TYPE B | | | 0012 615-06525 3.000 EACH| 370.00000 1110.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 801-06203 3572.000 LFT | 0.95000 3393.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 4233.000 LFT | 0.90000 3809.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 41.000 EACH| 87.00000 3567.00| | CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 30085.27000 30085.27| | MAINTAINING TRAFFIC | | | 0017 808-06712 4858.500 LFT | 0.10000 485.85| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 678.000 LFT | 0.30000 203.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 22898.000 LFT | 0.05000 1144.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,272,513.76 ROUTE : 28 CALL ORDER : 191 CONTRACT ID : RS-26369-A COUNTIES : DELAWARE RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06721 446.500 LFT | 0.25000 111.63| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0021 808-75297 97.500 LFT | 3.50000 341.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75340 2.000 EACH| 385.00000 770.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,145,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,145,600.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,866,851.04 ROUTE : 36 CALL ORDER : 201 CONTRACT ID : RS-26370-A COUNTIES : HENRY RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 503300D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,664,609.96 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,109,200.00 126.7083% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 83000.00000 83000.00| 46250.00000 46250.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02260 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| TREE, 760 mm, REMOVE | | | 0005 202-60820 132277.000 m2 | 0.30000 39683.10| 0.47000 62170.19| SURFACE MILLING, ASPHALT | | | 0006 202-93741 1.000 EACH| 155.00000 155.00| 155.00000 155.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02070 520.000 m3 | 37.74000 19624.80| 40.00000 20800.00| BORROW | | | 0008 304-07490 672.700 Mg | 76.20000 51259.74| 115.00000 77360.50| HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 9000.00000 9000.00| 7200.00000 7200.00| PROFILOGRAPH, HMA | | | 0010 401-07322 13579.200 Mg | 35.00000 475272.00| 48.00000 651801.60| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0011 401-07357 2656.800 Mg | 35.00000 92988.00| 50.00000 132840.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 9.5 mm | | | 0013 406-05520 82.000 Mg | 185.14000 15181.48| 180.00000 14760.00| ASPHALT FOR TACK COAT | | | 0014 601-01846 1.000 EACH| 1550.00000 1550.00| 1750.00000 1750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-94689 6.000 EACH| 2015.00000 12090.00| 2200.00000 13200.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,866,851.04 ROUTE : 36 CALL ORDER : 201 CONTRACT ID : RS-26370-A COUNTIES : HENRY RANDOLPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-99105 571.900 m | 30.80000 17614.52| 30.00000 17157.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 610-07487 2217.500 Mg | 40.00000 88700.00| 81.00000 179617.50| HMA FOR APPROACHES, TYPE B | | | 0018 615-06525 5.000 EACH| 338.90000 1694.50| 350.00000 1750.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 621-01004 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 2158.000 m2 | 0.60000 1294.80| 0.65000 1402.70| MULCHED SEEDING, R | | | 0021 715-96913 17.000 m | 295.00000 5015.00| 750.00000 12750.00| PIPE, POLYETHYLENE LINER, 900 mm | | | 0022 801-06203 2081.000 m | 0.45000 936.45| 3.00000 6243.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06207 2081.000 m | 3.00000 6243.00| 3.00000 6243.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0024 801-06640 40.000 EACH| 85.00000 3400.00| 130.00000 5200.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 77000.00000 77000.00| 69193.51000 69193.51| MAINTAINING TRAFFIC | | | 0026 808-06712 3819.000 m | 0.25000 954.75| 0.40000 1527.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0027 808-06714 5531.000 m | 0.22000 1216.82| 0.40000 2212.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 401-07638 18204.000 Mg | 34.00000 618936.00| 41.50000 755466.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0029 601-97774 1.000 EACH| 800.00000 800.00| 950.00000 950.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | SECTION TOTALS | $ 1,664,609.96| $ 2,109,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,664,609.96| $ 2,109,200.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 165200X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,865,446.25 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 2,125,158.75 113.9222% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,199,937.10 117.9308% 4 35-1139301 E & B PAVING, INC. $ 2,216,625.86 118.8255% 5 35-1120685 WALSH & KELLY, INC. $ 2,355,518.00 126.2710% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 2,386,090.65 127.9099% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1600.00000 9600.00| 1350.00000 8100.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 80000.00000 80000.00| 105000.00000 105000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 100.000 LFT | 4.00000 400.00| 4.00000 400.00| 4.00000 400.00 GUARDRAIL, REMOVE | | | 0004 202-02271 12.000 EACH| 100.00000 1200.00| 235.00000 2820.00| 625.00000 7500.00 HEADWALL, REMOVE | | | 0005 202-60820 192825.000 SYS | 0.11000 21210.75| 0.53000 102197.25| 0.30000 57847.50 SURFACE MILLING, ASPHALT | | | 0006 202-93135 LUMP| 6500.00000 6500.00| 8500.00000 8500.00| 12500.00000 12500.00 RAILROAD CROSSING, REMOVE | | | 0007 202-93741 10.000 EACH| 140.00000 1400.00| 140.00000 1400.00| 140.00000 1400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-96133 270.000 LFT | 30.00000 8100.00| 20.00000 5400.00| 10.00000 2700.00 PIPE, REMOVE | | | 0009 203-51223 5.000 CYS | 50.00000 250.00| 40.00000 200.00| 45.00000 225.00 EXCAVATION, WATERWAY | | | 0010 211-02050 40.000 CYS | 10.00000 400.00| 16.00000 640.00| 14.00000 560.00 B BORROW | | | 0011 301-07448 7362.000 TON | 27.20000 200246.40| 20.00000 147240.00| 17.50000 128835.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 4150.000 TON | 8.00000 33200.00| 13.00000 53950.00| 11.20000 46480.00 COMPACTED AGGREGATE, 53 | | | 0013 304-07490 130.000 TON | 70.00000 9100.00| 72.00000 9360.00| 55.00000 7150.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07507 8900.000 TON | 25.00000 222500.00| 25.00000 222500.00| 27.00000 240300.00 WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0015 305-98794 45.000 TON | 29.00000 1305.00| 40.00000 1800.00| 17.50000 787.50 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0016 401-06264 LUMP| 1000.00000 1000.00| 8000.00000 8000.00| 5200.00000 5200.00 PROFILOGRAPH, HMA | | | 0017 401-07320 3300.000 TON | 30.00000 99000.00| 26.00000 85800.00| 34.00000 112200.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0018 401-07323 15400.000 TON | 30.00000 462000.00| 32.00000 492800.00| 34.00000 523600.00 QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0019 401-07373 14000.000 TON | 26.00000 364000.00| 26.00000 364000.00| 31.00000 434000.00 QC/QA-HMA, 4, 64, INTERMEDIATE, 12.5 mm | | | 0020 406-05520 460.000 TON | 0.01000 4.60| 1.35000 621.00| 200.00000 92000.00 ASPHALT FOR TACK COAT | | | 0021 506-06334 7.000 SYS | 400.00000 2800.00| 400.00000 2800.00| 175.00000 1225.00 PCCP PATCHING, PARTIAL DEPTH | | | 0022 601-01700 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1850.00000 3700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-94689 10.000 EACH| 2200.00000 22000.00| 2700.00000 27000.00| 2000.00000 20000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 612-04315 84.400 TON | 705.00000 59502.00| 750.00000 63300.00| 750.00000 63300.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 1360.000 EACH| 6.30000 8568.00| 7.50000 10200.00| 7.50000 10200.00 DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06520 19.000 EACH| 200.00000 3800.00| 350.00000 6650.00| 550.00000 10450.00 MONUMENT, RE-ESTABLISH SECTION CORNER | | | 0029 615-06527 15.000 EACH| 300.00000 4500.00| 350.00000 5250.00| 550.00000 8250.00 MONUMENT, SECTION CORNER , SET | | | 0030 616-02320 450.000 SYS | 7.00000 3150.00| 2.50000 1125.00| 1.75000 787.50 GEOTEXTILES | | | 0031 616-05688 65.000 TON | 45.00000 2925.00| 40.00000 2600.00| 40.00000 2600.00 RIPRAP, CLASS 1 | | | 0032 616-06405 13.000 TON | 50.00000 650.00| 30.00000 390.00| 40.00000 520.00 RIPRAP, REVETMENT | | | 0033 711-91996 LUMP| 4000.00000 4000.00| 2200.00000 2200.00| 1000.00000 1000.00 REPAIR EXISTING STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05119 260.000 LFT | 30.00000 7800.00| 120.00000 31200.00| 32.00000 8320.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0035 715-05121 10.000 LFT | 57.00000 570.00| 55.00000 550.00| 75.00000 750.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0036 715-05595 12.000 LFT | 100.00000 1200.00| 160.00000 1920.00| 75.00000 900.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0037 715-05597 6.000 LFT | 105.00000 630.00| 175.00000 1050.00| 100.00000 600.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0038 715-05756 6.000 LFT | 100.00000 600.00| 150.00000 900.00| 75.00000 450.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0039 715-46000 4.000 EACH| 190.00000 760.00| 150.00000 600.00| 100.00000 400.00 PIPE END SECTION, 12 IN. | | | 0040 715-46005 16.000 EACH| 175.00000 2800.00| 160.00000 2560.00| 135.00000 2160.00 PIPE END SECTION, 15 IN. | | | 0041 715-46010 1.000 EACH| 245.00000 245.00| 195.00000 195.00| 155.00000 155.00 PIPE END SECTION, 18 IN. | | | 0042 715-46020 2.000 EACH| 290.00000 580.00| 230.00000 460.00| 215.00000 430.00 PIPE END SECTION, 24 IN. | | | 0043 801-06203 4770.000 LFT | 0.50000 2385.00| 0.50000 2385.00| 0.25000 1192.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 4770.000 LFT | 0.80000 3816.00| 1.00000 4770.00| 1.00000 4770.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 30.000 EACH| 84.00000 2520.00| 89.00000 2670.00| 84.00000 2520.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 4500.00000 4500.00| 100000.00000 100000.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0047 805-78470 3000.000 LFT | 0.20000 600.00| 0.20000 600.00| 0.15000 450.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0048 805-78795 802.000 LFT | 7.00000 5614.00| 7.00000 5614.00| 9.00000 7218.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 805-92951 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| 600.00000 3600.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0050 808-06713 101746.000 LFT | 0.14000 14244.44| 0.14000 14244.44| 0.15000 15261.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-75240 46125.000 LFT | 0.01000 461.25| 0.01000 461.25| 0.01000 461.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 34266.000 LFT | 0.01000 342.66| 0.01000 342.66| 0.01000 342.66 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75297 278.000 LFT | 5.30000 1473.40| 5.30000 1473.40| 5.62000 1562.36 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75320 34.000 EACH| 30.00000 1020.00| 30.00000 1020.00| 31.80000 1081.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 29.000 EACH| 45.00000 1305.00| 45.00000 1305.00| 47.70000 1383.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 274.000 EACH| 5.00000 1370.00| 5.50000 1507.00| 3.05000 835.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 997.000 EACH| 19.00000 18943.00| 19.00000 18943.00| 20.14000 20079.58 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 808-92027 1485.000 LFT | 3.35000 4974.75| 3.35000 4974.75| 3.55000 5271.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0059 808-96016 1280.000 LFT | 3.75000 4800.00| 3.75000 4800.00| 3.98000 5094.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0060 610-07486 3310.000 TON | 43.00000 142330.00| 52.00000 172120.00| 43.00000 142330.00 HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 1,865,446.25| $ 2,125,158.75| $ 2,199,937.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,865,446.25| $ 2,125,158.75| $ 2,199,937.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1700.00000 10200.00| 1500.00000 9000.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 110000.00000 110000.00| 115000.00000 115000.00| 65312.00000 65312.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 100.000 LFT | 4.00000 400.00| 4.00000 400.00| 4.00000 400.00 GUARDRAIL, REMOVE | | | 0004 202-02271 12.000 EACH| 355.00000 4260.00| 300.00000 3600.00| 300.00000 3600.00 HEADWALL, REMOVE | | | 0005 202-60820 192825.000 SYS | 0.14000 26995.50| 0.90000 173542.50| 0.15000 28923.75 SURFACE MILLING, ASPHALT | | | 0006 202-93135 LUMP| 7200.00000 7200.00| 5000.00000 5000.00| 9700.00000 9700.00 RAILROAD CROSSING, REMOVE | | | 0007 202-93741 10.000 EACH| 140.00000 1400.00| 140.00000 1400.00| 140.00000 1400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-96133 270.000 LFT | 8.00000 2160.00| 20.00000 5400.00| 16.90000 4563.00 PIPE, REMOVE | | | 0009 203-51223 5.000 CYS | 24.00000 120.00| 150.00000 750.00| 92.00000 460.00 EXCAVATION, WATERWAY | | | 0010 211-02050 40.000 CYS | 26.00000 1040.00| 80.00000 3200.00| 50.35000 2014.00 B BORROW | | | 0011 301-07448 7362.000 TON | 19.75000 145399.50| 19.00000 139878.00| 29.00000 213498.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 4150.000 TON | 13.60000 56440.00| 13.00000 53950.00| 13.00000 53950.00 COMPACTED AGGREGATE, 53 | | | 0013 304-07490 130.000 TON | 115.00000 14950.00| 140.00000 18200.00| 110.00000 14300.00 HMA PATCHING, TYPE B | | | 0014 304-07507 8900.000 TON | 32.00000 284800.00| 26.75000 238075.00| 26.00000 231400.00 WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0015 305-98794 45.000 TON | 25.00000 1125.00| 40.00000 1800.00| 40.00000 1800.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0016 401-06264 LUMP| 3880.00000 3880.00| 4000.00000 4000.00| 7200.00000 7200.00 PROFILOGRAPH, HMA | | | 0017 401-07320 3300.000 TON | 33.00000 108900.00| 35.25000 116325.00| 33.00000 108900.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0018 401-07323 15400.000 TON | 36.00000 554400.00| 34.25000 527450.00| 33.00000 508200.00 QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0019 401-07373 14000.000 TON | 30.00000 420000.00| 26.75000 374500.00| 28.75000 402500.00 QC/QA-HMA, 4, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 460.000 TON | 2.00000 920.00| 120.00000 55200.00| 375.00000 172500.00 ASPHALT FOR TACK COAT | | | 0021 506-06334 7.000 SYS | 250.00000 1750.00| 400.00000 2800.00| 195.00000 1365.00 PCCP PATCHING, PARTIAL DEPTH | | | 0022 601-01700 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-94689 10.000 EACH| 2000.00000 20000.00| 2000.00000 20000.00| 3900.00000 39000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 612-04315 84.400 TON | 750.00000 63300.00| 705.00000 59502.00| 705.00000 59502.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 1360.000 EACH| 7.50000 10200.00| 6.30000 8568.00| 6.30000 8568.00 DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06520 19.000 EACH| 450.00000 8550.00| 1000.00000 19000.00| 350.00000 6650.00 MONUMENT, RE-ESTABLISH SECTION CORNER | | | 0029 615-06527 15.000 EACH| 500.00000 7500.00| 500.00000 7500.00| 350.00000 5250.00 MONUMENT, SECTION CORNER , SET | | | 0030 616-02320 450.000 SYS | 2.80000 1260.00| 5.00000 2250.00| 3.50000 1575.00 GEOTEXTILES | | | 0031 616-05688 65.000 TON | 52.00000 3380.00| 43.00000 2795.00| 40.00000 2600.00 RIPRAP, CLASS 1 | | | 0032 616-06405 13.000 TON | 70.00000 910.00| 62.00000 806.00| 55.00000 715.00 RIPRAP, REVETMENT | | | 0033 711-91996 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 7500.00000 7500.00 REPAIR EXISTING STRUCTURE | | | 0034 715-05119 260.000 LFT | 105.00000 27300.00| 35.00000 9100.00| 108.95000 28327.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0035 715-05121 10.000 LFT | 65.00000 650.00| 36.00000 360.00| 110.00000 1100.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0036 715-05595 12.000 LFT | 105.00000 1260.00| 60.00000 720.00| 415.00000 4980.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0037 715-05597 6.000 LFT | 190.00000 1140.00| 80.00000 480.00| 485.00000 2910.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0038 715-05756 6.000 LFT | 175.00000 1050.00| 50.00000 300.00| 400.00000 2400.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0039 715-46000 4.000 EACH| 140.00000 560.00| 180.00000 720.00| 150.00000 600.00 PIPE END SECTION, 12 IN. | | | 0040 715-46005 16.000 EACH| 160.00000 2560.00| 200.00000 3200.00| 175.00000 2800.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-46010 1.000 EACH| 210.00000 210.00| 340.00000 340.00| 200.00000 200.00 PIPE END SECTION, 18 IN. | | | 0042 715-46020 2.000 EACH| 300.00000 600.00| 380.00000 760.00| 300.00000 600.00 PIPE END SECTION, 24 IN. | | | 0043 801-06203 4770.000 LFT | 0.50000 2385.00| 0.70000 3339.00| 0.16000 763.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 4770.000 LFT | 1.05000 5008.50| 0.90000 4293.00| 1.00000 4770.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 30.000 EACH| 84.00000 2520.00| 84.00000 2520.00| 84.00000 2520.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 71850.00000 71850.00| 150000.00000 150000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0047 805-78470 3000.000 LFT | 0.20000 600.00| 0.20000 600.00| 0.20000 600.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0048 805-78795 802.000 LFT | 8.00000 6416.00| 8.00000 6416.00| 7.00000 5614.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 805-92951 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| 175.00000 1050.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0050 808-06713 101746.000 LFT | 0.14000 14244.44| 0.14000 14244.44| 0.06000 6104.76 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-75240 46125.000 LFT | 0.01000 461.25| 0.01000 461.25| 0.29000 13376.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 34266.000 LFT | 0.01000 342.66| 0.01000 342.66| 0.29000 9937.14 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0053 808-75297 278.000 LFT | 5.30000 1473.40| 5.30000 1473.40| 3.50000 973.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75320 34.000 EACH| 30.00000 1020.00| 30.00000 1020.00| 48.00000 1632.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 29.000 EACH| 45.00000 1305.00| 45.00000 1305.00| 52.00000 1508.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 274.000 EACH| 3.39000 928.86| 6.00000 1644.00| 5.50000 1507.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 997.000 EACH| 19.00000 18943.00| 19.00000 18943.00| 18.40000 18344.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 261 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,714,235.79 ROUTE : SR 19 CALL ORDER : 261 CONTRACT ID : RS-26443-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-92027 1485.000 LFT | 3.35000 4974.75| 3.35000 4974.75| 1.15000 1707.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0059 808-96016 1280.000 LFT | 3.35000 4288.00| 3.75000 4800.00| 1.75000 2240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0060 610-07486 3310.000 TON | 49.50000 163845.00| 42.00000 139020.00| 58.00000 191980.00 HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 2,216,625.86| $ 2,355,518.00| $ 2,386,090.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,216,625.86| $ 2,355,518.00| $ 2,386,090.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,421,377.41 ROUTE : 1 CALL ORDER : 271 CONTRACT ID : RS-26581-A COUNTIES : JAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 393800M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,061,235.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,187,425.09 111.8908% 3 35-1139301 E & B PAVING, INC. $ 1,199,218.15 113.0020% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3600.00000 3600.00| 2930.00000 2930.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1000.00000 3000.00| 1000.00000 3000.00| 1500.00000 4500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 52800.00000 52800.00| 59000.00000 59000.00| 59000.00000 59000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 104472.000 SYS | 0.63000 65817.36| 0.51000 53280.72| 0.55000 57459.60 SURFACE MILLING, ASPHALT | | | 0005 304-07490 40.000 TON | 90.00000 3600.00| 70.52000 2820.80| 40.00000 1600.00 HMA PATCHING, TYPE B | | | 0007 401-06264 LUMP| 5600.00000 5600.00| 4575.00000 4575.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0008 401-07321 9903.500 TON | 25.62000 253727.67| 30.59000 302948.07| 31.50000 311960.25 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 406-05520 29.500 TON | 150.00000 4425.00| 500.00000 14750.00| 500.00000 14750.00 ASPHALT FOR TACK COAT | | | 0011 606-07484 3796.000 LFT | 0.79000 2998.84| 1.10000 4175.60| 0.20000 759.20 MILLED HMA SHOULDER CORRUGATIONS | | | 0012 610-07487 913.500 TON | 39.76000 36320.76| 46.42000 42404.67| 45.00000 41107.50 HMA FOR APPROACHES, TYPE B | | | 0013 801-06203 7070.000 LFT | 0.30000 2121.00| 0.01000 70.70| 0.10000 707.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 7070.000 LFT | 0.60000 4242.00| 0.01000 70.70| 0.10000 707.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 35.000 EACH| 85.00000 2975.00| 85.00000 2975.00| 85.00000 2975.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 17800.00000 17800.00| 49197.43000 49197.43| 24000.00000 24000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,421,377.41 ROUTE : 1 CALL ORDER : 271 CONTRACT ID : RS-26581-A COUNTIES : JAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 808-06712 26184.000 LFT | 0.06000 1571.04| 0.06000 1571.04| 0.05000 1309.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06714 44518.000 LFT | 0.06000 2671.08| 0.06000 2671.08| 0.05000 2225.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 51.000 LFT | 8.25000 420.75| 8.25000 420.75| 7.00000 357.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 304-07508 7934.000 TON | 24.97000 198111.98| 25.42000 201682.28| 28.00000 222152.00 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0021 401-07371 16505.500 TON | 24.20000 399433.10| 26.59000 438881.25| 27.00000 445648.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | SECTION TOTALS | $ 1,061,235.58| $ 1,187,425.09| $ 1,199,218.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,061,235.58| $ 1,187,425.09| $ 1,199,218.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 679,278.85 ROUTE : 47 CALL ORDER : 291 CONTRACT ID : RS-26675-A COUNTIES : MONTGOMERY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0631004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 483,528.21 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 514,900.00 106.4880% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 3650.00000 3650.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2113.00000 12678.00| 2100.00000 12600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24177.00000 24177.00| 25971.22000 25971.22| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 175.000 LFT | 7.25000 1268.75| 3.70000 647.50| GUARDRAIL, REMOVE | | | 0005 202-60820 74746.000 SYS | 0.62000 46342.52| 0.63000 47089.98| SURFACE MILLING, ASPHALT | | | 0006 303-01180 100.000 TON | 28.00000 2800.00| 45.00000 4500.00| COMPACTED AGGREGATE, 53 | | | 0007 303-04075 200.000 TON | 34.75000 6950.00| 28.00000 5600.00| COMPACTED AGGREGATE, O, 73 | | | 0008 304-07490 300.000 TON | 124.60000 37380.00| 110.00000 33000.00| HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 1624.87000 1624.87| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0010 401-07322 5773.000 TON | 39.40000 227456.20| 45.00000 259785.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0011 402-07451 300.000 TON | 44.10000 13230.00| 50.00000 15000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 404-05511 17869.000 SYS | 1.05000 18762.45| 1.10000 19655.90| SEAL COAT, 2 | | | 0013 406-05520 18.000 TON | 186.20000 3351.60| 200.00000 3600.00| ASPHALT FOR TACK COAT | | | 0014 601-99105 175.000 LFT | 18.40000 3220.00| 18.25000 3193.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0015 610-07487 394.000 TON | 71.90000 28328.60| 64.00000 25216.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 679,278.85 ROUTE : 47 CALL ORDER : 291 CONTRACT ID : RS-26675-A COUNTIES : MONTGOMERY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06505 7.000 EACH| 977.00000 6839.00| 1150.00000 8050.00| MONUMENT, B | | | 0017 801-06203 2512.000 LFT | 0.85000 2135.20| 0.80000 2009.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 2512.000 LFT | 1.90000 4772.80| 1.10000 2763.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 24.000 EACH| 65.00000 1560.00| 68.00000 1632.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 15060.00000 15060.00| 19000.00000 19000.00| MAINTAINING TRAFFIC | | | 0021 805-01844 100.000 LFT | 12.50000 1250.00| 21.00000 2100.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0022 805-02328 980.000 LFT | 0.30000 294.00| 1.05000 1029.00| SIGNAL CABLE, 1C 14GA. | | | 0023 805-78510 100.000 LFT | 1.45000 145.00| 0.26000 26.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0024 805-78785 3.000 EACH| 400.00000 1200.00| 460.00000 1380.00| SIGNAL DETECTOR HOUSING | | | 0025 805-78795 350.000 LFT | 8.75000 3062.50| 9.25000 3237.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 805-92951 3.000 EACH| 252.00000 756.00| 210.00000 630.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0027 808-06701 20.000 LFT | 0.50000 10.00| 0.52000 10.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0028 808-06712 2311.000 LFT | 0.08000 184.88| 0.07000 161.77| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 51927.000 LFT | 0.08000 4154.16| 0.06000 3115.62| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 38636.000 LFT | 0.08000 3090.88| 0.06000 2318.16| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-75043 400.000 LFT | 0.60000 240.00| 0.57000 228.00| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0032 808-75215 100.000 LFT | 1.80000 180.00| 1.80000 180.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0033 808-75297 104.000 LFT | 3.50000 364.00| 3.60000 374.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 679,278.85 ROUTE : 47 CALL ORDER : 291 CONTRACT ID : RS-26675-A COUNTIES : MONTGOMERY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75320 9.000 EACH| 45.00000 405.00| 45.00000 405.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 2.000 EACH| 57.00000 114.00| 58.00000 116.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75996 604.000 EACH| 5.20000 3140.80| 6.00000 3624.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 483,528.21| $ 514,900.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,528.21| $ 514,900.00| ====================================================================================================================================