1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BR #2239.1 / 2437.1 / 2438.1 REHAB PROJECT(S) : S317-0079/00-109.52 00 0STP 0793 007 LOCATION: I-79 S317-0079/00-110.65 00 0STP 0793 119 S317-0079/00-111.91 00 0STP 0793 110 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 5,670,000.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 5,918,946.47 104.3905% 3 55-0609442 MEC CONSTRUCTION, INC. $ 6,289,677.55 110.9290% 4 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 6,668,250.00 117.6058% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 6,686,224.00 117.9228% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 71802.10000 71802.10| 208000.00000 208000.00| 87000.00000 87000.00 MOBILIZATION | | | 0010 207-01 4567.000 CY | 16.00000 73072.00| 13.20000 60284.40| 13.00000 59371.00 UNCLASSIFIED EXCAVATION | | | 0015 211-01 1518.000 CY | 20.00000 30360.00| 16.50000 25047.00| 16.50000 25047.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 307-01 4342.000 CY | 40.00000 173680.00| 41.80000 181495.60| 42.00000 182364.00 CLASS 1 AGGREGATE BASE COURSE | | | 0025 408-02 1003.000 GA | 0.80000 802.40| 0.88000 882.64| 0.90000 902.70 BITUMINOUS MATERIAL | | | 0030 409-02 4055.000 GA | 0.80000 3244.00| 0.88000 3568.40| 0.90000 3649.50 BITUMINOUS MATERIAL | | | 0035 415-05 3065.000 SY | 8.00000 24520.00| 3.00000 9195.00| 5.50000 16857.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 502-01(12I) 1006.000 SY | 130.00000 130780.00| 148.50000 149391.00| 175.00000 176050.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0045 605-24 1.000 EA | 1000.00000 1000.00| 1230.00000 1230.00| 2000.00000 2000.00 ADJUSTING TYPE G INLET | | | 0050 607-01(I) 1882.000 LF | 12.00000 22584.00| 13.20000 24842.40| 27.00000 50814.00 TYPE 1 GUARDRAIL | | | 0055 607-10-1 2610.000 LF | 1.25000 3262.50| 1.40000 3654.00| 10.00000 26100.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607-25(A) 1.000 EA | 400.00000 400.00| 440.00000 440.00| 650.00000 650.00 CUT SLOPE TERMINAL, TYPE A | | | 0065 607-28 15.000 EA | 750.00000 11250.00| 825.00000 12375.00| 175.00000 2625.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0070 607-30 5.000 EA | 350.00000 1750.00| 385.00000 1925.00| 1000.00000 5000.00 SPECIAL TRAILING END TERMINAL | | | 0075 608-02(3F11I) 210.000 LF | 14.25000 2992.50| 16.00000 3360.00| 15.00000 3150.00 RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0080 636-07 9150.000 LF | 0.89000 8143.50| 0.83000 7594.50| 0.80000 7320.00 ERADICATION OF PAVEMENT MARKINGS | | | 0085 636-08 65000.000 LF | 0.60000 39000.00| 0.55000 35750.00| 0.60000 39000.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0090 636-09 50500.000 LF | 1.10000 55550.00| 1.10000 55550.00| 1.25000 63125.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-10(TCZ) 6000.000 EA | 3.50000 21000.00| 3.50000 21000.00| 3.25000 19500.00 TEMPORARY RAISED PAVEMENT MARKERS, TYPE | | | TCZ | | | 0100 636-11 56224.000 UN | 1.15000 64657.60| 1.16000 65219.84| 1.75000 98392.00 TRAFFIC CONTROL DEVICES | | | 0105 636-12 16.000 EA | 400.00000 6400.00| 440.00000 7040.00| 300.00000 4800.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0110 636-13 1000.000 EA | 3.00000 3000.00| 2.20000 2200.00| 3.00000 3000.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0115 636-14 3000.000 HR | 24.00000 72000.00| 10.00000 30000.00| 35.00000 105000.00 FLAGGER | | | 0120 636-17 17500.000 LF | 30.00000 525000.00| 24.00000 420000.00| 27.00000 472500.00 TEMPORARY CONCRETE BARRIERS | | | 0125 636-18 15500.000 LF | 7.00000 108500.00| 12.00000 186000.00| 10.00000 155000.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0130 636-19 950.000 LF | 7.00000 6650.00| 7.70000 7315.00| 20.00000 19000.00 TEMPORARY GUARDRAIL BARRIER | | | 0135 636-20 950.000 LF | 5.00000 4750.00| 5.50000 5225.00| 10.00000 9500.00 REMOVING AND RESETTING TEMPORARY | | | GUARDRAIL BARRIER | | | 0140 636-21 1140.000 DA | 15.00000 17100.00| 16.50000 18810.00| 17.00000 19380.00 ELECTRIC ARROW | | | 0145 636-22 600.000 DA | 75.00000 45000.00| 67.00000 40200.00| 72.00000 43200.00 CHANGABLE MESSAGE SIGN | | | 0150 636-24 815.000 LF | 12.00000 9780.00| 13.20000 10758.00| 15.00000 12225.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636-25(A) 2080.000 DA | 0.50000 1040.00| 0.61000 1268.80| 1.00000 2080.00 WARNING LIGHTS | | | 0160 636-25(B) 8000.000 DA | 1.70000 13600.00| 1.82000 14560.00| 2.00000 16000.00 WARNING LIGHTS | | | 0165 636-25(C) 34000.000 DA | 0.50000 17000.00| 0.01000 340.00| 1.00000 34000.00 WARNING LIGHTS | | | 0170 636-26(1) LUMP| 23500.00000 23500.00| 28000.00000 28000.00| 30800.00000 30800.00 TEMPORARY LIGHTING | | | 0175 636-26(2) LUMP| 23500.00000 23500.00| 14000.00000 14000.00| 15400.00000 15400.00 TEMPORARY LIGHTING | | | 0180 636-26(3) LUMP| 23500.00000 23500.00| 26000.00000 26000.00| 28600.00000 28600.00 TEMPORARY LIGHTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 636-26(4) LUMP| 23500.00000 23500.00| 28000.00000 28000.00| 30800.00000 30800.00 TEMPORARY LIGHTING | | | 0190 640-02 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 20000.00000 20000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0195 640-03 LUMP| 5000.00000 5000.00| 1100.00000 1100.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0200 642-13 LUMP| 3500.00000 3500.00| 5400.00000 5400.00| 10000.00000 10000.00 TEMPORARY POLLUTION CONTROL | | | 0205 652-01 4.580 TN | 60.00000 274.80| 66.00000 302.28| 60.00000 274.80 AGRICULTURAL LIMESTONE | | | 0210 652-02-1 2.300 TN | 425.00000 977.50| 470.00000 1081.00| 320.00000 736.00 FERTILIZER, 10-20-10 | | | 0215 652-03-1 300.000 LB | 14.15000 4245.00| 16.00000 4800.00| 2.80000 840.00 SEED MIXTURES B, C-1 OR C-2 | | | 0220 652-04-1 9.180 TN | 250.00000 2295.00| 275.00000 2524.50| 730.00000 6701.40 STRAW OR HAY MULCH | | | 0225 663-01-1(II)W 55000.000 LF | 0.16000 8800.00| 0.14000 7700.00| 0.20000 11000.00 EDGE LINE, WHITE | | | 0230 663-01-1(II)Y 53000.000 LF | 0.16000 8480.00| 0.14000 7420.00| 0.20000 10600.00 EDGE LINE, YELLOW | | | 0235 663-02-1(II)W 13250.000 LF | 0.20000 2650.00| 0.17000 2252.50| 0.22000 2915.00 LANE LINE OR CENTERLINE, WHITE | | | 0240 663-07(V)Y 400.000 LF | 1.25000 500.00| 12.65000 5060.00| 12.65000 5060.00 TYPE V, STRIPES, YELLOW | | | 0245 663-12(P-2) 50.000 EA | 53.00000 2650.00| 36.00000 1800.00| 55.00000 2750.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0250 663-12(P-2)2 50.000 EA | 12.00000 600.00| 36.00000 1800.00| 55.00000 2750.00 RAISED PAVEMENT MARKER REFLECTOR, WHITE | | | RED | | | 0255 664-06(V) 14300.000 LF | 10.25000 146575.00| 10.75000 153725.00| 10.75000 153725.00 GLARE BARRIER | | | 0260 401-1(2)SG AA1 1575.000 TN | 41.50000 65362.50| 45.65000 71898.75| 46.00000 72450.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0265 401-1(2)S AA2 1430.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0270 402-01(1)SG BB1 1228.000 TN | 59.50000 73066.00| 65.45000 80372.60| 65.50000 80434.00 HMA SKID PVT, (W-1) ST OR GR | | | 0275 402-01(1)S BB2 1116.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,008,646.40| $ 2,072,758.21| $ 2,256,438.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SO.LOST CREEK BR. #2239.1 | | | 0280 203-01 LUMP| 250000.00000 250000.00| 215500.00000 215500.00| 420000.00000 420000.00 DISMANTLING STRUCTURES | | | 0285 212-01 38.000 CY | 50.00000 1900.00| 70.00000 2660.00| 135.00000 5130.00 STRUCTURE EXCAVATION | | | 0290 212-05 104.000 CY | 100.00000 10400.00| 94.00000 9776.00| 135.00000 14040.00 SELECT MATERIAL FOR BACKFILLING | | | 0295 601-02 85.000 CY | 550.00000 46750.00| 1055.00000 89675.00| 605.00000 51425.00 CLASS B CONCRETE | | | 0300 601-03 518.000 CY | 615.00000 318570.00| 750.00000 388500.00| 625.00000 323750.00 CLASS K CONCRETE | | | 0305 601-15B LUMP| 4000.00000 4000.00| 2800.00000 2800.00| 10000.00000 10000.00 EPOXY RESIN PROTECTIVE COATING | | | 0310 601-30(A) 1.000 CY | 5000.00000 5000.00| 8000.00000 8000.00| 20000.00000 20000.00 PATCHING CONCRETE STRUCTURES (LATEX) | | | 0315 601-31 54.000 LF | 40.00000 2160.00| 70.00000 3780.00| 100.00000 5400.00 EPOXY INJECTION CRACK REPAIR | | | 0320 602-02 174158.000 LB | 0.60000 104494.80| 0.80000 139326.40| 0.65000 113202.70 EPOXY COATED REINFORCING STEELBARS | | | 0325 615-03 1.000 LS | 300000.00000 300000.00| 371400.00000 371400.00| 300000.00000 300000.00 FABRICATED STRUCTURAL STEEL | | | 0330 615-15(A) 118.000 EA | 130.00000 15340.00| 600.00000 70800.00| 700.00000 82600.00 GIRDER REPAIR RETROFIT | | | 0335 615-15(B) 4.000 EA | 400.00000 1600.00| 650.00000 2600.00| 5000.00000 20000.00 GIRDER REPAIR RETROFIT | | | 0340 639-01 LUMP| 4000.00000 4000.00| 2800.00000 2800.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0345 642-14 LUMP| 1200.00000 1200.00| 925.00000 925.00| 2500.00000 2500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0350 679-06 LUMP| 1000.00000 1000.00| 1.00000 1.00| 2500.00000 2500.00 TEST SLAB | | | 0355 688-02 LUMP| 89000.00000 89000.00| 48400.00000 48400.00| 100000.00000 100000.00 CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0360 688-03 LUMP| 43500.00000 43500.00| 8800.00000 8800.00| 30000.00000 30000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 679-02 CC1 104.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0370 679-04M CC2 104.000 CY | 720.00000 74880.00| 555.00000 57720.00| 400.00000 41600.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,273,794.80| $ 1,423,463.40| $ 1,557,147.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRICK CHURCH BR. #2437.1 | | | 0375 203-01 LUMP| 290000.00000 290000.00| 160000.00000 160000.00| 300000.00000 300000.00 DISMANTLING STRUCTURES | | | 0380 601-02 7.000 CY | 900.00000 6300.00| 3125.00000 21875.00| 1000.00000 7000.00 CLASS B CONCRETE | | | 0385 601-03 344.000 CY | 615.00000 211560.00| 808.00000 277952.00| 625.00000 215000.00 CLASS K CONCRETE | | | 0390 601-15B LUMP| 4000.00000 4000.00| 2800.00000 2800.00| 10000.00000 10000.00 EPOXY RESIN PROTECTIVE COATING | | | 0395 601-31 186.000 LF | 45.00000 8370.00| 70.00000 13020.00| 100.00000 18600.00 EPOXY INJECTION CRACK REPAIR | | | 0400 602-02 115581.000 LB | 0.60000 69348.60| 0.82000 94776.42| 0.65000 75127.65 EPOXY COATED REINFORCING STEELBARS | | | 0405 615-03 1.000 LS | 200000.00000 200000.00| 300800.00000 300800.00| 225000.00000 225000.00 FABRICATED STRUCTURAL STEEL | | | 0410 615-15(A) 43.000 EA | 130.00000 5590.00| 600.00000 25800.00| 1100.00000 47300.00 GIRDER REPAIR RETROFIT | | | 0415 639-01 LUMP| 2500.00000 2500.00| 2550.00000 2550.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0420 642-14 LUMP| 850.00000 850.00| 925.00000 925.00| 2500.00000 2500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0425 679-06 LUMP| 1000.00000 1000.00| 1.00000 1.00| 2500.00000 2500.00 TEST SLAB | | | 0430 688-02 LUMP| 44000.00000 44000.00| 58000.00000 58000.00| 30000.00000 30000.00 CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0435 688-03 LUMP| 25000.00000 25000.00| 8800.00000 8800.00| 30000.00000 30000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 0440 679-02 DD1 70.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0445 679-04M DD2 70.000 CY | 720.00000 50400.00| 555.00000 38850.00| 400.00000 28000.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 918,918.60| $ 1,006,149.42| $ 1,006,027.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BROWNS CREEK BR. #2438.1 | | | 0450 203-01 LUMP| 300000.00000 300000.00| 189000.00000 189000.00| 300000.00000 300000.00 DISMANTLING STRUCTURES | | | 0455 212-01 7.000 CY | 60.00000 420.00| 180.00000 1260.00| 150.00000 1050.00 STRUCTURE EXCAVATION | | | 0460 212-05 14.000 CY | 100.00000 1400.00| 94.00000 1316.00| 175.00000 2450.00 SELECT MATERIAL FOR BACKFILLING | | | 0465 601-02 41.000 CY | 900.00000 36900.00| 1392.00000 57072.00| 625.00000 25625.00 CLASS B CONCRETE | | | 0470 601-03 555.000 CY | 615.00000 341325.00| 750.00000 416250.00| 615.00000 341325.00 CLASS K CONCRETE | | | 0475 601-15B LUMP| 2500.00000 2500.00| 2675.00000 2675.00| 10000.00000 10000.00 EPOXY RESIN PROTECTIVE COATING | | | 0480 601-30(A) 1.000 CY | 5000.00000 5000.00| 8000.00000 8000.00| 20000.00000 20000.00 PATCHING CONCRETE STRUCTURES (LATEX) | | | 0485 601-31 90.000 LF | 45.00000 4050.00| 70.00000 6300.00| 110.00000 9900.00 EPOXY INJECTION CRACK REPAIR | | | 0490 602-02 173642.000 LB | 0.60000 104185.20| 0.82000 142386.44| 0.65000 112867.30 EPOXY COATED REINFORCING STEELBARS | | | 0495 615-03 1.000 LS | 400000.00000 400000.00| 418400.00000 418400.00| 460646.00000 460646.00 FABRICATED STRUCTURAL STEEL | | | 0500 639-01 LUMP| 2500.00000 2500.00| 2550.00000 2550.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0505 642-14 LUMP| 3000.00000 3000.00| 925.00000 925.00| 2500.00000 2500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0510 679-06 LUMP| 1000.00000 1000.00| 1.00000 1.00| 2500.00000 2500.00 TEST SLAB | | | 0515 688-02 LUMP| 135600.00000 135600.00| 96000.00000 96000.00| 68000.00000 68000.00 CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0520 688-03 LUMP| 48000.00000 48000.00| 8800.00000 8800.00| 50000.00000 50000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 0525 679-02 EE1 108.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 55-0609442 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 679-04M EE2 108.000 CY | 720.00000 77760.00| 555.00000 59940.00| 400.00000 43200.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,463,640.20| $ 1,410,875.44| $ 1,465,063.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0535 640-04 LUMP| 5000.00000 5000.00| 5700.00000 5700.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 5,700.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,670,000.00| $ 5,918,946.47| $ 6,289,677.55 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 200250.00000 200250.00| 92000.00000 92000.00| MOBILIZATION | | | 0010 207-01 4567.000 CY | 15.00000 68505.00| 15.00000 68505.00| UNCLASSIFIED EXCAVATION | | | 0015 211-01 1518.000 CY | 15.00000 22770.00| 16.00000 24288.00| UNCLASSIFIED BORROW EXCAVATION | | | 0020 307-01 4342.000 CY | 44.00000 191048.00| 44.00000 191048.00| CLASS 1 AGGREGATE BASE COURSE | | | 0025 408-02 1003.000 GA | 1.00000 1003.00| 1.00000 1003.00| BITUMINOUS MATERIAL | | | 0030 409-02 4055.000 GA | 1.25000 5068.75| 1.00000 4055.00| BITUMINOUS MATERIAL | | | 0035 415-05 3065.000 SY | 10.00000 30650.00| 4.00000 12260.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0040 502-01(12I) 1006.000 SY | 125.00000 125750.00| 130.00000 130780.00| PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0045 605-24 1.000 EA | 675.00000 675.00| 1750.00000 1750.00| ADJUSTING TYPE G INLET | | | 0050 607-01(I) 1882.000 LF | 12.00000 22584.00| 14.00000 26348.00| TYPE 1 GUARDRAIL | | | 0055 607-10-1 2610.000 LF | 1.25000 3262.50| 2.00000 5220.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607-25(A) 1.000 EA | 400.00000 400.00| 450.00000 450.00| CUT SLOPE TERMINAL, TYPE A | | | 0065 607-28 15.000 EA | 750.00000 11250.00| 825.00000 12375.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0070 607-30 5.000 EA | 350.00000 1750.00| 385.00000 1925.00| SPECIAL TRAILING END TERMINAL | | | 0075 608-02(3F11I) 210.000 LF | 14.25000 2992.50| 16.00000 3360.00| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0080 636-07 9150.000 LF | 0.75000 6862.50| 1.00000 9150.00| ERADICATION OF PAVEMENT MARKINGS | | | 0085 636-08 65000.000 LF | 0.50000 32500.00| 0.60000 39000.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0090 636-09 50500.000 LF | 1.00000 50500.00| 1.25000 63125.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-10(TCZ) 6000.000 EA | 3.20000 19200.00| 3.50000 21000.00| TEMPORARY RAISED PAVEMENT MARKERS, TYPE | | | TCZ | | | 0100 636-11 56224.000 UN | 1.05000 59035.20| 1.50000 84336.00| TRAFFIC CONTROL DEVICES | | | 0105 636-12 16.000 EA | 400.00000 6400.00| 1.00000 16.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0110 636-13 1000.000 EA | 2.00000 2000.00| 0.01000 10.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0115 636-14 3000.000 HR | 40.00000 120000.00| 30.00000 90000.00| FLAGGER | | | 0120 636-17 17500.000 LF | 25.00000 437500.00| 0.24000 4200.00| TEMPORARY CONCRETE BARRIERS | | | 0125 636-18 15500.000 LF | 5.50000 85250.00| 15.00000 232500.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0130 636-19 950.000 LF | 7.00000 6650.00| 10.00000 9500.00| TEMPORARY GUARDRAIL BARRIER | | | 0135 636-20 950.000 LF | 5.00000 4750.00| 10.00000 9500.00| REMOVING AND RESETTING TEMPORARY | | | GUARDRAIL BARRIER | | | 0140 636-21 1140.000 DA | 15.00000 17100.00| 0.50000 570.00| ELECTRIC ARROW | | | 0145 636-22 600.000 DA | 65.00000 39000.00| 75.00000 45000.00| CHANGABLE MESSAGE SIGN | | | 0150 636-24 815.000 LF | 40.00000 32600.00| 30.00000 24450.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636-25(A) 2080.000 DA | 0.55000 1144.00| 1.00000 2080.00| WARNING LIGHTS | | | 0160 636-25(B) 8000.000 DA | 1.65000 13200.00| 1.75000 14000.00| WARNING LIGHTS | | | 0165 636-25(C) 34000.000 DA | 0.50000 17000.00| 0.55000 18700.00| WARNING LIGHTS | | | 0170 636-26(1) LUMP| 27250.00000 27250.00| 36000.00000 36000.00| TEMPORARY LIGHTING | | | 0175 636-26(2) LUMP| 27250.00000 27250.00| 20000.00000 20000.00| TEMPORARY LIGHTING | | | 0180 636-26(3) LUMP| 27250.00000 27250.00| 36000.00000 36000.00| TEMPORARY LIGHTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 636-26(4) LUMP| 27250.00000 27250.00| 36000.00000 36000.00| TEMPORARY LIGHTING | | | 0190 640-02 LUMP| 5000.00000 5000.00| 12500.00000 12500.00| SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0195 640-03 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| BUILDING EQUIPMENT | | | 0200 642-13 LUMP| 250.00000 250.00| 3000.00000 3000.00| TEMPORARY POLLUTION CONTROL | | | 0205 652-01 4.580 TN | 60.00000 274.80| 100.00000 458.00| AGRICULTURAL LIMESTONE | | | 0210 652-02-1 2.300 TN | 425.00000 977.50| 500.00000 1150.00| FERTILIZER, 10-20-10 | | | 0215 652-03-1 300.000 LB | 14.15000 4245.00| 15.00000 4500.00| SEED MIXTURES B, C-1 OR C-2 | | | 0220 652-04-1 9.180 TN | 250.00000 2295.00| 300.00000 2754.00| STRAW OR HAY MULCH | | | 0225 663-01-1(II)W 55000.000 LF | 0.15000 8250.00| 0.15000 8250.00| EDGE LINE, WHITE | | | 0230 663-01-1(II)Y 53000.000 LF | 0.15000 7950.00| 0.15000 7950.00| EDGE LINE, YELLOW | | | 0235 663-02-1(II)W 13250.000 LF | 0.15000 1987.50| 0.15000 1987.50| LANE LINE OR CENTERLINE, WHITE | | | 0240 663-07(V)Y 400.000 LF | 11.50000 4600.00| 15.00000 6000.00| TYPE V, STRIPES, YELLOW | | | 0245 663-12(P-2) 50.000 EA | 33.00000 1650.00| 60.00000 3000.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0250 663-12(P-2)2 50.000 EA | 33.00000 1650.00| 15.00000 750.00| RAISED PAVEMENT MARKER REFLECTOR, WHITE | | | RED | | | 0255 664-06(V) 14300.000 LF | 10.00000 143000.00| 11.50000 164450.00| GLARE BARRIER | | | 0260 401-1(2)SG AA1 1575.000 TN | 43.25000 68118.75| 46.00000 72450.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0265 401-1(2)S AA2 1430.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0270 402-01(1)SG BB1 1228.000 TN | 55.00000 67540.00| 66.00000 81048.00| HMA SKID PVT, (W-1) ST OR GR | | | 0275 402-01(1)S BB2 1116.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,070,439.00| $ 1,742,751.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SO.LOST CREEK BR. #2239.1 | | | 0280 203-01 LUMP| 693250.00000 693250.00| 470000.00000 470000.00| DISMANTLING STRUCTURES | | | 0285 212-01 38.000 CY | 75.00000 2850.00| 50.00000 1900.00| STRUCTURE EXCAVATION | | | 0290 212-05 104.000 CY | 50.00000 5200.00| 90.00000 9360.00| SELECT MATERIAL FOR BACKFILLING | | | 0295 601-02 85.000 CY | 1400.00000 119000.00| 1000.00000 85000.00| CLASS B CONCRETE | | | 0300 601-03 518.000 CY | 575.00000 297850.00| 465.00000 240870.00| CLASS K CONCRETE | | | 0305 601-15B LUMP| 3000.00000 3000.00| 12000.00000 12000.00| EPOXY RESIN PROTECTIVE COATING | | | 0310 601-30(A) 1.000 CY | 2000.00000 2000.00| 8300.00000 8300.00| PATCHING CONCRETE STRUCTURES (LATEX) | | | 0315 601-31 54.000 LF | 60.00000 3240.00| 30.00000 1620.00| EPOXY INJECTION CRACK REPAIR | | | 0320 602-02 174158.000 LB | 1.00000 174158.00| 0.75000 130618.50| EPOXY COATED REINFORCING STEELBARS | | | 0325 615-03 1.000 LS | 182250.00000 182250.00| 478000.00000 478000.00| FABRICATED STRUCTURAL STEEL | | | 0330 615-15(A) 118.000 EA | 400.00000 47200.00| 2400.00000 283200.00| GIRDER REPAIR RETROFIT | | | 0335 615-15(B) 4.000 EA | 450.00000 1800.00| 5000.00000 20000.00| GIRDER REPAIR RETROFIT | | | 0340 639-01 LUMP| 1000.00000 1000.00| 5000.50000 5000.50| CONSTRUCTION LAYOUT STAKES | | | 0345 642-14 LUMP| 250.00000 250.00| 2000.00000 2000.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0350 679-06 LUMP| 500.00000 500.00| 1500.00000 1500.00| TEST SLAB | | | 0355 688-02 LUMP| 70250.00000 70250.00| 96000.00000 96000.00| CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0360 688-03 LUMP| 30250.00000 30250.00| 41000.00000 41000.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 679-02 CC1 104.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0370 679-04M CC2 104.000 CY | 550.00000 57200.00| 1000.00000 104000.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,691,248.00| $ 1,990,369.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRICK CHURCH BR. #2437.1 | | | 0375 203-01 LUMP| 631250.00000 631250.00| 470000.00000 470000.00| DISMANTLING STRUCTURES | | | 0380 601-02 7.000 CY | 2875.00000 20125.00| 1500.00000 10500.00| CLASS B CONCRETE | | | 0385 601-03 344.000 CY | 575.00000 197800.00| 465.00000 159960.00| CLASS K CONCRETE | | | 0390 601-15B LUMP| 3250.00000 3250.00| 12000.00000 12000.00| EPOXY RESIN PROTECTIVE COATING | | | 0395 601-31 186.000 LF | 40.00000 7440.00| 40.00000 7440.00| EPOXY INJECTION CRACK REPAIR | | | 0400 602-02 115581.000 LB | 1.00000 115581.00| 0.75000 86685.75| EPOXY COATED REINFORCING STEELBARS | | | 0405 615-03 1.000 LS | 129250.00000 129250.00| 373000.00000 373000.00| FABRICATED STRUCTURAL STEEL | | | 0410 615-15(A) 43.000 EA | 400.00000 17200.00| 2500.00000 107500.00| GIRDER REPAIR RETROFIT | | | 0415 639-01 LUMP| 1000.00000 1000.00| 5000.25000 5000.25| CONSTRUCTION LAYOUT STAKES | | | 0420 642-14 LUMP| 250.00000 250.00| 2000.00000 2000.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0425 679-06 LUMP| 500.00000 500.00| 1500.00000 1500.00| TEST SLAB | | | 0430 688-02 LUMP| 28250.00000 28250.00| 40000.00000 40000.00| CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0435 688-03 LUMP| 12250.00000 12250.00| 20000.00000 20000.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 0440 679-02 DD1 70.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0445 679-04M DD2 70.000 CY | 550.00000 38500.00| 1000.00000 70000.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,202,646.00| $ 1,365,586.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BROWNS CREEK BR. #2438.1 | | | 0450 203-01 LUMP| 666250.00000 666250.00| 470000.00000 470000.00| DISMANTLING STRUCTURES | | | 0455 212-01 7.000 CY | 250.00000 1750.00| 80.00000 560.00| STRUCTURE EXCAVATION | | | 0460 212-05 14.000 CY | 200.00000 2800.00| 100.00000 1400.00| SELECT MATERIAL FOR BACKFILLING | | | 0465 601-02 41.000 CY | 2250.00000 92250.00| 1100.00000 45100.00| CLASS B CONCRETE | | | 0470 601-03 555.000 CY | 575.00000 319125.00| 465.00000 258075.00| CLASS K CONCRETE | | | 0475 601-15B LUMP| 3250.00000 3250.00| 12000.00000 12000.00| EPOXY RESIN PROTECTIVE COATING | | | 0480 601-30(A) 1.000 CY | 2000.00000 2000.00| 1500.00000 1500.00| PATCHING CONCRETE STRUCTURES (LATEX) | | | 0485 601-31 90.000 LF | 55.00000 4950.00| 35.00000 3150.00| EPOXY INJECTION CRACK REPAIR | | | 0490 602-02 173642.000 LB | 1.00000 173642.00| 0.75000 130231.50| EPOXY COATED REINFORCING STEELBARS | | | 0495 615-03 1.000 LS | 282250.00000 282250.00| 410000.00000 410000.00| FABRICATED STRUCTURAL STEEL | | | 0500 639-01 LUMP| 1000.00000 1000.00| 5000.50000 5000.50| CONSTRUCTION LAYOUT STAKES | | | 0505 642-14 LUMP| 250.00000 250.00| 2000.00000 2000.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0510 679-06 LUMP| 500.00000 500.00| 1500.00000 1500.00| TEST SLAB | | | 0515 688-02 LUMP| 62250.00000 62250.00| 89000.00000 89000.00| CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES COATED WITH LEAD BASE PAINT | | | 0520 688-03 LUMP| 27250.00000 27250.00| 40000.00000 40000.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 0525 679-02 EE1 108.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9230702AR1 COUNTIES : HARRISON LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 62-1345425 | |UPON THIS ROCK CONSTRUCTION,|BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 679-04M EE2 108.000 CY | 550.00000 59400.00| 1000.00000 108000.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,698,917.00| $ 1,577,517.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0535 640-04 LUMP| 5000.00000 5000.00| 10000.50000 10000.50| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 10,000.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,668,250.00| $ 6,686,224.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GOSHEN ROAD TO I-79 AND I-68 I/C PROJECT(S) : S331-0079/00-145.68 00 00NH 0793 135 E00 LOCATION: CR 77 OP - 0.09 MI N CR 73 OP S331-0079/00-149.29 00 0STP 0793 108 E00 S331-0079/00-149.38 00 0STP 0793 115 E00 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 6,671,310.00 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 7,447,762.94 111.6386% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ROADWAY1 | | | 0005 204-01 LUMP| 99800.42000 99800.42| 551105.00000 551105.00| MOBILIZATION | | | 0010 207-01 1584.000 M3 | 29.00000 45936.00| 20.00000 31680.00| UNCLASSIFIED EXCAVATION | | | 0015 207-21 3.000 EA | 750.00000 2250.00| 1000.00000 3000.00| REM EXIST MEDIAN CROSSOVER | | | 0020 211-01 3023.000 M3 | 25.00000 75575.00| 20.00000 60460.00| UNCLASSIFIED BORROW EXCAVATION | | | 0025 229-01 12.387 KM | 2000.00000 24774.00| 2500.00000 30967.50| SHOULDERS AND DITCHES | | | 0030 408-02 34429.000 L | 0.01000 344.29| 0.30000 10328.70| BITUMINOUS MATERIAL | | | 0035 409-02 35984.000 L | 0.01000 359.84| 0.30000 10795.20| BITUMINOUS MATERIAL PRIME | | | 0040 415-05 7773.000 M2 | 3.00000 23319.00| 2.00000 15546.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0045 506-01 1466.000 M2 | 260.00000 381160.00| 236.50000 346709.00| CONCRETE PAVEMENT REPAIR | | | 0050 507-02 307.000 MGR | 20.00000 6140.00| 50.00000 15350.00| CRACK AND POTHOLE REPAIR | | | 0055 601-46 11.000 EA | 2200.00000 24200.00| 2310.00000 25410.00| MODIFIED CONCRETE END POST | | | 0060 604-010200A1 933.000 M | 30.00000 27990.00| 40.00000 37320.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 605-24 8.000 EA | 1200.00000 9600.00| 1375.00000 11000.00| ADJUSTING TYPE G INLET | | | 0070 606-18300 17814.000 M | 14.00000 249396.00| 13.30000 236926.20| PREFABRICATED EDGE DRAIN | | | 0075 606-22 83.000 M3 | 70.00000 5810.00| 100.00000 8300.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0080 606-250100 266.000 M | 38.50000 10241.00| 50.00000 13300.00| UNDERDRAIN PIPE 100MM | | | 0085 636-07 1000.000 M | 1.50000 1500.00| 1.65000 1650.00| ERADICATION PAVEMENT MARKINGS | | | 0090 636-08 25000.000 M | 1.25000 31250.00| 1.40000 35000.00| TEMP PVMT MARKING-PAINT | | | 0095 636-09 2000.000 M | 3.45000 6900.00| 3.80000 7600.00| TEMP PVMT MARKING-TAPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-11 140570.000 UN | 1.25000 175712.50| 1.38000 193986.60| TRAFFIC CONTROL DEVICE | | | 0105 636-12 5.000 EA | 300.00000 1500.00| 550.00000 2750.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0110 636-13 1500.000 EA | 2.00000 3000.00| 2.20000 3300.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0115 636-14 1110.000 HR | 40.00000 44400.00| 40.00000 44400.00| FLAGGER | | | 0120 636-14B 100.000 HR | 40.00000 4000.00| 50.00000 5000.00| TRAFFIC DIRECTOR | | | 0125 636-21 700.000 DA | 15.00000 10500.00| 16.50000 11550.00| ELECTRIC ARROW | | | 0130 636-22 600.000 DA | 70.00000 42000.00| 77.00000 46200.00| CHANGEABLE MESSAGE SIGN | | | 0135 636-25B 1600.000 DA | 2.00000 3200.00| 2.20000 3520.00| WARNING LIGHTS TYPE B | | | 0140 636-28 20.000 DA | 100.00000 2000.00| 110.00000 2200.00| SHADOW VEHICLE | | | 0145 639-01 LUMP| 250000.00000 250000.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKES | | | 0150 640-01 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0160 642-13 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| TEMPORARY POLLUTION CONTROL | | | 0165 657-08 824.000 M | 12.00000 9888.00| 12.00000 9888.00| 2.98KG CHANNEL POST | | | 0170 661-011 4.000 M2 | 215.00000 860.00| 259.60000 1038.40| 2MM FLAT SHEET SIGNS | | | 0175 661-041 370.000 EA | 5.00000 1850.00| 3.30000 1221.00| DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0180 661-051 20.000 EA | 5.50000 110.00| 3.30000 66.00| DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0185 661-07 8.000 UN | 20.00000 160.00| 22.00000 176.00| DELINEATOR, AMBER, THREE PER UNIT | | | 0190 661-08 4.000 EA | 35.00000 140.00| 66.00000 264.00| DELINEATOR BRACKET, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 661-10 10.000 EA | 60.00000 600.00| 49.50000 495.00| DELINEATOR BRACKET, TYPE C | | | 0200 308-01SG AA1 10335.000 MGR | 17.00000 175695.00| 21.40000 221169.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0205 308-01S AA2 9405.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0210 401S-1(2)SG BB1 38390.000 MGR | 41.00000 1573990.00| 44.60000 1712194.00| SUPERPAVE HMA BASE COURSE,ST/GR | | | 0215 401S-1(2)S BB2 34936.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0220 401S-7SG CC1 4151.000 MGR | 45.00000 186795.00| 48.25000 200285.75| SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0225 401S-7S CC2 3777.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0230 401S-14SG DD1 3903.000 MGR | 41.00000 160023.00| 45.50000 177586.50| SUPERPAVE HMA FOR SHOULDER REPAIR | | | 0235 401S-14S DD2 3552.000 MGR | | | SUPERPAVE HMA FOR SHOULDER REPAIR | | | 0240 401S-98 LUMP| 85000.00000 85000.00| 100000.00000 100000.00| SUPERPAVE LABORATORY BEQUIPMENT | | | 0245 402S-01(1)SG EE1 10547.000 MGR | 46.00000 485162.00| 49.00000 516803.00| SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0250 402S-01(1)S EE2 9598.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | SECTION TOTALS | $ 4,269,131.05| $ 4,739,540.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 PAVEMENT MARKINGS | | | 0255 663-0112W 7700.000 M | 0.35000 2695.00| 0.40000 3080.00| EDGE LINE WHITE TYPE II | | | 0260 663-0112Y 7600.000 M | 0.35000 2660.00| 0.40000 3040.00| EDGE LINE YELLOW TYPE II | | | 0265 663-0212W 1950.000 M | 0.45000 877.50| 0.50000 975.00| LANE LINE OR CENTER LINE WHITE TYPE II | | | 0270 663-055 10.000 M | 37.75000 377.50| 41.55000 415.50| TYPE V STOP LINES (600 MM) | | | 0275 663-075W 800.000 M | 37.75000 30200.00| 41.55000 33240.00| TYPE V STRIPES WHITE (600 MM) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 663-12P2 850.000 EA | 28.50000 24225.00| 31.35000 26647.50| RAISED PAVEMENT MARKER TYPE P-2 | | | SECTION TOTALS | $ 61,035.00| $ 67,398.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 GUARDRAIL | | | 0285 607-011 10767.060 M | 30.20000 325165.21| 41.55000 447371.34| TYPE 1 GUARDRAIL, CLASS I | | | 0290 607-051 114.300 M | 45.00000 5143.50| 63.80000 7292.34| TYPE 5 GUARDRAIL CLASS I | | | 0295 607-091 228.600 M | 16.40000 3749.04| 12.65000 2891.79| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0300 607-25A 6.000 EA | 300.00000 1800.00| 330.00000 1980.00| CUT SLOPE TERMINAL, TYPE A | | | 0305 607-25A1 1.000 EA | 1000.00000 1000.00| 550.00000 550.00| MOD. CUT SLOPE TERMINAL TYPE A | | | 0310 607-25B 1.000 EA | 400.00000 400.00| 440.00000 440.00| CUT SLOPE TERMINAL, TYPE B | | | 0315 607-27 2.000 EA | 600.00000 1200.00| 1210.00000 2420.00| BULLNOSE ATTENUATOR | | | 0320 607-28 12.000 EA | 725.00000 8700.00| 880.00000 10560.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0325 607-28-1 6.000 EA | 250.00000 1500.00| 550.00000 3300.00| M E L T REMOVE AND RESET | | | 0330 607-30 28.000 EA | 350.00000 9800.00| 456.50000 12782.00| SPECIAL TRAILING END TERMINAL | | | 0335 607-30-1 6.000 EA | 50.00000 300.00| 275.00000 1650.00| SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0340 607-31 9.000 EA | 2000.00000 18000.00| 1980.00000 17820.00| SPECIAL APPROACH END TERMINAL | | | SECTION TOTALS | $ 376,757.75| $ 509,057.47| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0035 ROADWAY2 | | | 0345 640-04 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,500.00| $ 5,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 BRIDGE NO. 2515 | | | 0350 203-02(4) LUMP| 29427.00000 29427.00| 16500.00000 16500.00| REMOVAL OF APPROACH SLABS | | | 0355 204-01 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| MOBILIZATION | | | 0360 307-01 86.000 M3 | 85.00000 7310.00| 93.50000 8041.00| CLASS I AGGREGATE BASE COURSE | | | 0365 502-01300 577.000 M2 | 185.00000 106745.00| 220.00000 126940.00| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0370 601-03 25.000 M3 | 2500.00000 62500.00| 2750.00000 68750.00| CLASS K CONCRETE | | | 0375 601-30(A) 2.000 M3 | 10000.00000 20000.00| 11000.00000 22000.00| PATCHING CONCRETE STRUCTURES (LATEX) | | | 0380 601-31 5.000 M | 300.00000 1500.00| 330.00000 1650.00| EPOXY INJECTION CRACK REPAIR | | | 0385 602-02 1026.000 KG | 2.10000 2154.60| 2.31000 2370.06| EPOXY COATED REINFORCING BARS | | | 0390 615-15(A) 120.000 EA | 800.00000 96000.00| 880.00000 105600.00| GRIDER REPAIR RETROFIT, TYPE A | | | 0395 615-15(B) 5.000 EA | 1000.00000 5000.00| 1100.00000 5500.00| GIRDER REPAIR RETROFIT, TYPE B | | | 0400 615-15(C) 1.000 EA | 1000.00000 1000.00| 1100.00000 1100.00| GIRDER REPAIR RETROFIT, TYPE C | | | 0405 624-01 38.000 M | 125.00000 4750.00| 137.50000 5225.00| PREFORMED ELASTO JOINT SEALER | | | 0410 625-16 85.000 M | 2000.00000 170000.00| 2200.00000 187000.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0415 639-01 LUMP| 3000.00000 3000.00| 3300.00000 3300.00| CONSTRUCTION LAYOUT STAKES | | | 0420 679-02 3.000 M3 | 1800.00000 5400.00| 1870.00000 5610.00| LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0425 680-07 36.000 M2 | 165.00000 5940.00| 165.00000 5940.00| CLASS 1 BRIDGE DECK REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 540,726.60| $ 587,526.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 BRIDGE NO. 2516 | | | 0430 203-02(3) LUMP| 18650.00000 18650.00| 16500.00000 16500.00| REMOVAL PORTION BR. SUBSTRUCT. | | | 0435 204-01 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| MOBILIZATION | | | 0440 218-01 184.000 M3 | 100.00000 18400.00| 110.00000 20240.00| RIPRAP | | | 0445 218-04200 1924.000 M2 | 20.00000 38480.00| 22.00000 42328.00| CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0450 218-07 2124.000 M2 | 2.50000 5310.00| 2.75000 5841.00| FABRIC FOR EROSION CONTROL | | | 0455 307-01 54.000 M3 | 85.00000 4590.00| 93.50000 5049.00| CLASS I AGGREGATE BASE COURSE | | | 0460 502-01300 373.000 M2 | 185.00000 69005.00| 231.00000 86163.00| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0465 601-03 12.000 M3 | 5000.00000 60000.00| 5500.00000 66000.00| CLASS K CONCRETE | | | 0470 601-30(A) 1.000 M3 | 6000.00000 6000.00| 6600.00000 6600.00| PATCHING CONCRETE STRUCTURES (LATEX) | | | 0475 602-02 726.000 KG | 2.10000 1524.60| 2.31000 1677.06| EPOXY COATED REINFORCING BARS | | | 0490 615-03 1.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| FABRICATED STRUCTURAL STEEL | | | 0495 615-03(1) LUMP| 262000.00000 262000.00| 288200.00000 288200.00| FABRICATED STRUCTURAL STEEL | | | 0500 615-03(2) 6.000 EA | 5500.00000 33000.00| 6050.00000 36300.00| FABRICATED STRUCTURAL STEEL | | | 0505 615-12 40.000 EA | 2500.00000 100000.00| 2750.00000 110000.00| RESETTING BRIDGE BEARINGS | | | 0510 615-15(D) 1.000 EA | 6000.00000 6000.00| 6600.00000 6600.00| GIRDER REPAIR RETROFIT, TYPE D | | | 0515 615-43 18.000 EA | 2800.00000 50400.00| 3080.00000 55440.00| BOTTOM FLANGE RETROFIT | | | 0520 615-71 150.000 EA | 150.00000 22500.00| 165.00000 24750.00| FABRICATED STRUCTURAL STEEL - BOLT | | | REPLACEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/21/98 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9709913AR1 COUNTIES : MONONGALIA LETTING DATE : 05/19/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 615-72 90.000 EA | 375.00000 33750.00| 412.50000 37125.00| FABRICATED STRUCTURAL STEEL - REMOVAL | | | OF WELDS | | | 0530 615-73 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| STRUCTURAL STEEL SEISMIC RETROFIT | | | 0535 624-01 473.000 M | 125.00000 59125.00| 137.50000 65037.50| PREFORMED ELASTO JOINT SEALER | | | 0540 625-16 61.000 M | 2000.00000 122000.00| 2200.00000 134200.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0545 631-01 LUMP| 11550.00000 11550.00| 12705.00000 12705.00| ELECTRICAL WORK | | | 0550 639-01 LUMP| 6000.00000 6000.00| 6600.00000 6600.00| CONSTRUCTION LAYOUT STAKES | | | 0555 679-02 93.000 M3 | 1800.00000 167400.00| 1870.00000 173910.00| LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0560 680-07 1215.000 M2 | 165.00000 200475.00| 165.00000 200475.00| CLASS 1 BRIDGE DECK REMOVAL | | | SECTION TOTALS | $ 1,421,159.60| $ 1,539,240.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,671,310.00| $ 7,447,762.94| ====================================================================================================================================