1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MERRICK CREEK CONNECTOR I/C PROJECT(S) : U306-0019/00-000.00 00 00HP 1246 001 000 LOCATION: US 60 - 0.19 MI S CO 24 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 10,903,996.35 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 11,444,000.00 104.9523% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 11,739,598.78 107.6632% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 11,791,425.45 108.1385% 5 31-4444098 ALAN STONE CO., INC. $ 15,693,946.28 143.9283% 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 173500.00000 173500.00| 521853.78000 521853.78| 248500.00000 248500.00 CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 2600.00000 2600.00| 3500.00000 3500.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0015 202-01(02) 1.000 LS | 2600.00000 2600.00| 2700.00000 2700.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0020 202-01(03) 1.000 LS | 1.00000 1.00| 280.00000 280.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0025 202-01(05) 1.000 LS | 500.00000 500.00| 650.00000 650.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0030 202-01(06) 1.000 LS | 500.00000 500.00| 0.01000 0.01| 1.00000 1.00 BUILDING DEMOLITION | | | 0035 202-01(07) 1.000 LS | 2600.00000 2600.00| 1750.00000 1750.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0040 202-01(08) 1.000 LS | 3900.00000 3900.00| 2700.00000 2700.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0045 202-01(09) 1.000 LS | 1300.00000 1300.00| 1400.00000 1400.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0050 202-01(10) 1.000 LS | 2600.00000 2600.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0055 202-01(11) 1.000 LS | 2600.00000 2600.00| 2200.00000 2200.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0060 202-01(12) 1.000 LS | 1300.00000 1300.00| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0065 202-01(13) 1.000 LS | 3900.00000 3900.00| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0070 202-01(14) 1.000 LS | 650.00000 650.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0075 202-01(15) 1.000 LS | 1300.00000 1300.00| 600.00000 600.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0080 202-01(16) 1.000 LS | 500.00000 500.00| 0.01000 0.01| 1.00000 1.00 BUILDING DEMOLITION | | | 0085 202-01(17) 1.000 LS | 1300.00000 1300.00| 1400.00000 1400.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0090 202-02 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 WATER WELL ABANDONMENT ,202-02(01) | | | 0095 202-02 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 WATER WELL ABANDONMENT ,202-02(18) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0105 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0110 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(06) | | | 0115 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(07) | | | 0120 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(08) | | | 0125 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(11) | | | 0130 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(12) | | | 0135 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(13) | | | 0140 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(15) | | | 0145 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(17) | | | 0150 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(19) | | | 0155 202-03 LUMP| 150.00000 150.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(20) | | | 0160 204-01 LUMP| 229500.00000 229500.00| 343300.00000 343300.00| 300000.00000 300000.00 MOBILIZATION | | | 0165 207-01 767294.000 CY | 4.58000 3514206.52| 3.85000 2954081.90| 3.85000 2954081.90 UNCLASSIFIED EXCAVATION | | | 0170 207-02 7663.000 CY | 20.00000 153260.00| 33.00000 252879.00| 26.00000 199238.00 SUBGRADE | | | 0175 207-34 51856.000 SY | 1.25000 64820.00| 1.25000 64820.00| 1.30000 67412.80 FABRIC FOR SEPARATION | | | 0180 212-05 242.000 CY | 50.00000 12100.00| 85.00000 20570.00| 45.00000 10890.00 SELECT MATERIAL FOR BACKFILLING | | | 0185 307-01 2258.000 CY | 37.16000 83907.28| 40.00000 90320.00| 39.00000 88062.00 CLASS 1 AGGREGATE BASE COURSE | | | 0190 311-06 4790.000 CY | 55.61000 266371.90| 57.00000 273030.00| 58.50000 280215.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0195 408-02 500.000 GA | 1.25000 625.00| 1.25000 625.00| 1.30000 650.00 BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 409-02 4189.000 GA | 1.25000 5236.25| 1.25000 5236.25| 1.30000 5445.70 BITUMINOUS MATERIAL | | | 0205 502-01(12I) 298.000 SY | 125.00000 37250.00| 165.00000 49170.00| 130.00000 38740.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0210 601-02 32.000 CY | 1000.00000 32000.00| 1500.00000 48000.00| 1600.00000 51200.00 CLASS B CONCRETE | | | 0215 604-02(12)A2 218.000 LF | 30.85000 6725.30| 35.00000 7630.00| 45.00000 9810.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0220 604-02(18)A2 126.000 LF | 46.00000 5796.00| 26.00000 3276.00| 45.00000 5670.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0225 604-02(30)A2 452.000 LF | 49.45000 22351.40| 46.00000 20792.00| 50.00000 22600.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0230 604-02(36)A2 249.000 LF | 67.80000 16882.20| 74.00000 18426.00| 72.00000 17928.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0235 604-02(54)A3 454.000 LF | 106.65000 48419.10| 106.00000 48124.00| 130.00000 59020.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0240 604-09(12) 9.000 EA | 300.00000 2700.00| 125.00000 1125.00| 240.00000 2160.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0245 604-37(18)III 2773.000 LF | 44.00000 122012.00| 49.00000 135877.00| 58.00000 160834.00 REINFORCED CONCRETE PIPE | | | 0250 604-37(24)III 333.000 LF | 63.00000 20979.00| 91.00000 30303.00| 100.00000 33300.00 REINFORCED CONCRETE PIPE | | | 0255 604-37(36)III 488.000 LF | 100.00000 48800.00| 131.00000 63928.00| 150.00000 73200.00 REINFORCED CONCRETE PIPE | | | 0260 604-70(4X4) 21.000 LF | 750.00000 15750.00| 500.00000 10500.00| 700.00000 14700.00 PRECAST CONCRETE BOX CULVERT | | | 0265 604-72(24) 2.000 EA | 800.00000 1600.00| 550.00000 1100.00| 700.00000 1400.00 SAFETY SLOPE END SECTION FOR CSP | | | 0270 605-04 43.000 EA | 1950.00000 83850.00| 1430.00000 61490.00| 1990.00000 85570.00 TYPE B INLET | | | 0275 605-04-1 2.000 EA | 2100.00000 4200.00| 1800.00000 3600.00| 2800.00000 5600.00 TYPE B INLET, MODIFIED | | | 0280 605-08 20.000 EA | 2800.00000 56000.00| 2600.00000 52000.00| 3450.00000 69000.00 TYPE F INLET | | | 0285 605-08-1 1.000 EA | 3000.00000 3000.00| 3000.00000 3000.00| 3650.00000 3650.00 TYPE F INLET, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 605-09 5.000 EA | 2200.00000 11000.00| 1650.00000 8250.00| 2350.00000 11750.00 TYPE G INLET | | | 0295 605-09-1 4.000 EA | 2500.00000 10000.00| 1900.00000 7600.00| 3000.00000 12000.00 TYPE G INLET, MODIFIED | | | 0300 606-22 24.000 CY | 55.00000 1320.00| 26.00000 624.00| 24.00000 576.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0305 606-25(6) 650.000 LF | 8.00000 5200.00| 13.00000 8450.00| 14.00000 9100.00 UNDERDRAIN PIPE | | | 0310 606-29 13006.000 LF | 12.50000 162575.00| 12.50000 162575.00| 13.00000 169078.00 FREE DRAINING BASE (FDB) TRENCH | | | 0315 606-30 576.000 LF | 11.50000 6624.00| 11.50000 6624.00| 12.00000 6912.00 OUTLET PIPE | | | 0320 607-01(I) 4437.500 LF | 10.05000 44596.88| 10.05000 44596.88| 10.50000 46593.75 TYPE 1 GUARDRAIL | | | 0325 607-06 4.000 EA | 775.00000 3100.00| 775.00000 3100.00| 800.00000 3200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0330 607-10-1 3425.000 LF | 1.25000 4281.25| 1.25000 4281.25| 1.30000 4452.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0335 607-25(B) 3.000 EA | 400.00000 1200.00| 400.00000 1200.00| 420.00000 1260.00 CUT SLOPE TERMINAL, TYPE B | | | 0340 607-30 12.000 EA | 425.00000 5100.00| 425.00000 5100.00| 450.00000 5400.00 SPECIAL TRAILING END TERMINAL | | | 0345 607-65 7.000 EA | 1300.00000 9100.00| 1300.00000 9100.00| 1370.00000 9590.00 FLARED END TERMINAL | | | 0350 608-02(3F11I) 9342.000 LF | 8.25000 77071.50| 8.25000 77071.50| 10.00000 93420.00 RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0355 609-01 3602.000 SY | 31.00000 111662.00| 25.00000 90050.00| 32.50000 117065.00 CONCRETE SIDEWALK | | | 0360 610-03(I) 8877.000 LF | 18.00000 159786.00| 20.00000 177540.00| 21.50000 190855.50 COMBINATION CONCRETE CURB AND GUTTER | | | 0365 633-01 459.000 SY | 64.00000 29376.00| 80.00000 36720.00| 81.00000 37179.00 CONCRETE GUTTER | | | 0370 633-03 1636.000 CY | 10.00000 16360.00| 25.00000 40900.00| 14.00000 22904.00 DUMPED ROCK GUTTER | | | 0375 636-07 17000.000 LF | 0.50000 8500.00| 0.50000 8500.00| 0.50000 8500.00 ERADICATION OF PAVEMENT MARKINGS | | | 0380 636-08 38800.000 LF | 0.35000 13580.00| 0.35000 13580.00| 0.37000 14356.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 636-09 47000.000 LF | 1.05000 49350.00| 0.96000 45120.00| 1.10000 51700.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0390 636-11 32240.000 UN | 0.82000 26436.80| 1.10000 35464.00| 1.05000 33852.00 TRAFFIC CONTROL DEVICES | | | 0395 636-12 10.000 EA | 250.00000 2500.00| 300.00000 3000.00| 300.00000 3000.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0400 636-13 300.000 EA | 2.00000 600.00| 3.00000 900.00| 3.00000 900.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0405 636-14 1200.000 HR | 37.00000 44400.00| 36.00000 43200.00| 45.00000 54000.00 FLAGGER | | | 0410 636-17 6100.000 LF | 21.50000 131150.00| 12.00000 73200.00| 23.50000 143350.00 TEMPORARY CONCRETE BARRIERS | | | 0415 636-18 7400.000 LF | 3.00000 22200.00| 3.00000 22200.00| 4.00000 29600.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0420 636-21 120.000 DA | 20.00000 2400.00| 25.00000 3000.00| 21.00000 2520.00 ELECTRIC ARROW | | | 0425 636-22 720.000 DA | 45.00000 32400.00| 70.00000 50400.00| 58.00000 41760.00 CHANGABLE MESSAGE SIGN | | | 0430 636-25(B) 5500.000 DA | 1.50000 8250.00| 1.50000 8250.00| 1.60000 8800.00 WARNING LIGHTS | | | 0435 636-25(C) 7000.000 DA | 0.45000 3150.00| 0.40000 2800.00| 0.50000 3500.00 WARNING LIGHTS | | | 0440 637-01 2200.000 MG | 5.00000 11000.00| 35.00000 77000.00| 19.00000 41800.00 WATER FOR DUST PALLIATIVE | | | 0445 638-02 30.000 EA | 100.00000 3000.00| 40.00000 1200.00| 115.00000 3450.00 RIGHT OF WAY MARKERS | | | 0450 638-03 7.000 EA | 200.00000 1400.00| 240.00000 1680.00| 200.00000 1400.00 SURVEY MARKERS | | | 0455 639-01 LUMP| 175000.00000 175000.00| 50000.00000 50000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKES | | | 0460 640-01 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 25000.00000 25000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0465 640-03 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0470 642-01 8325.000 LF | 0.20000 1665.00| 0.25000 2081.25| 0.20000 1665.00 TEMPORARY BERMS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0475 642-02 349.000 LF | 5.00000 1745.00| 10.00000 3490.00| 5.00000 1745.00 SLOPE DRAINS | | | 0480 642-03-1 46.000 EA | 50.00000 2300.00| 65.00000 2990.00| 100.00000 4600.00 DITCH CHECKS | | | 0485 642-03-6 1057.000 CY | 5.00000 5285.00| 3.00000 3171.00| 3.50000 3699.50 SEDIMENT REMOVAL | | | 0490 642-04-1 3127.000 LB | 0.01000 31.27| 0.01000 31.27| 0.01000 31.27 TEMPORARY SEED | | | 0495 642-04-2 737.000 LB | 0.25000 184.25| 0.25000 184.25| 0.25000 184.25 SEED MIXTURE B | | | 0500 642-04-04 2390.000 LB | 1.35000 3226.50| 1.35000 3226.50| 1.40000 3346.00 SEED MIXTURE L | | | 0505 642-05-1 23.000 TN | 450.00000 10350.00| 450.00000 10350.00| 475.00000 10925.00 STRAW OR HAY MULCH | | | 0510 642-05-2 7.000 TN | 950.00000 6650.00| 950.00000 6650.00| 950.00000 6650.00 WOOD CELLULOSE FIBER MULCH | | | 0515 642-06 4.000 TN | 500.00000 2000.00| 500.00000 2000.00| 525.00000 2100.00 FERTILIZER | | | 0520 642-07 15215.000 SY | 0.50000 7607.50| 0.50000 7607.50| 0.50000 7607.50 FIBER MATTING | | | 0525 642-08 1057.000 LF | 5.00000 5285.00| 9.00000 9513.00| 15.00000 15855.00 TEMPORARY PIPE | | | 0530 642-09 21132.000 LF | 0.10000 2113.20| 0.25000 5283.00| 0.20000 4226.40 CONTOUR DITCH | | | 0535 642-10 13.000 TN | 25.00000 325.00| 25.00000 325.00| 26.00000 338.00 AGRICULTURAL LIMESTONE | | | 0540 642-11 7054.000 EA | 0.25000 1763.50| 4.00000 28216.00| 6.00000 42324.00 HAY OR STRAW BALES | | | 0545 642-12 21132.000 LF | 0.10000 2113.20| 1.80000 38037.60| 3.50000 73962.00 SILT FENCE | | | 0550 652-01 13.000 TN | 25.00000 325.00| 25.00000 325.00| 26.00000 338.00 AGRICULTURAL LIMESTONE | | | 0555 652-02-1 13.000 TN | 250.00000 3250.00| 250.00000 3250.00| 260.00000 3380.00 FERTILIZER, 10-20-10 | | | 0560 652-02-2 3.000 TN | 1600.00000 4800.00| 1600.00000 4800.00| 1650.00000 4950.00 UREA FORMALDEHYDE FERTILIZER | | | 0565 652-03-1 737.000 LB | 0.65000 479.05| 0.65000 479.05| 0.70000 515.90 SEED MIXTURES B, C-1 OR C-2 | | | 0570 652-03-05 2390.000 LB | 1.35000 3226.50| 1.35000 3226.50| 1.40000 3346.00 SEED MIXTURE L | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 652-04-1 23.000 TN | 450.00000 10350.00| 450.00000 10350.00| 475.00000 10925.00 STRAW OR HAY MULCH | | | 0580 652-04-2 7.000 TN | 900.00000 6300.00| 900.00000 6300.00| 950.00000 6650.00 WOOD CELLULOSE FIBER MULCH | | | 0585 655-02(B) 1760.000 SY | 5.75000 10120.00| 5.75000 10120.00| 6.00000 10560.00 PERMANENT EROSION MATTING-TYPE B | | | 0590 664-01(IV) 9.000 EA | 6500.00000 58500.00| 8000.00000 72000.00| 8500.00000 76500.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0595 664-01(IV)A 8.000 EA | 1200.00000 9600.00| 1000.00000 8000.00| 1550.00000 12400.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0665 401-1(1)SG AA1 26847.000 TN | 38.43000 1031730.21| 38.50000 1033609.50| 40.50000 1087303.50 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0670 401-1(1)S AA2 26358.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0675 402-01(1)SG AB1 3059.000 TN | | | HMA SKID PVT, (W-1) ST OR GR | | | 0680 402-01(1)S AB2 2967.000 TN | 42.38000 125741.46| 42.50000 126097.50| 44.50000 132031.50 HMA SKID PVT, (W-1) SLAG | | | 0685 401-7SG AC1 1510.000 TN | | | SCRATCH COURSE, STONE OR GRAVEL | | | 0690 401-7S AC2 1373.000 TN | 42.38000 58187.74| 42.50000 58352.50| 44.50000 61098.50 SCRATCH COURSE, SLAG | | | 0695 604-02(18)A2 AD1 137.000 LF | 46.00000 6302.00| 35.00000 4795.00| 42.00000 5754.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0700 604-37(18)III AD2 137.000 LF | | | REINFORCED CONCRETE PIPE | | | 0705 604-02(24)A2 AE1 274.000 LF | 57.70000 15809.80| 56.00000 15344.00| 57.00000 15618.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0710 604-37(24)III AE2 274.000 LF | | | REINFORCED CONCRETE PIPE | | | 0715 604-02(36)A2 AF1 48.000 LF | 82.00000 3936.00| 57.00000 2736.00| 67.00000 3216.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0720 604-37(36)III AF2 48.000 LF | | | REINFORCED CONCRETE PIPE | | | 0725 636-02SG AG1 1000.000 TN | 15.00000 15000.00| 25.00000 25000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 636-02S AG2 980.000 TN | | | 16.00000 15680.00 AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,703,764.56| $ 7,776,355.00| $ 7,808,242.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0735 640-04 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 4,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0740 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 0745 660-01(01) LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 10500.00000 10500.00 SIGNAL CONTROLLERS 01 | | | 0750 660-01(02) LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 8950.00000 8950.00 SIGNAL CONTROLLERS 02 | | | 0755 660-01(03) LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 8950.00000 8950.00 SIGNAL CONTROLLERS 03 | | | 0760 660-02(LPS-C) 18.000 EA | 125.00000 2250.00| 140.00000 2520.00| 130.00000 2340.00 TRAFFIC DETECTORS | | | 0765 660-03(V-12) 78.000 EA | 286.00000 22308.00| 350.00000 27300.00| 300.00000 23400.00 SIGNAL SECTIONS | | | 0770 660-04(C1) 2.000 EA | 5000.00000 10000.00| 6685.00000 13370.00| 5250.00000 10500.00 SIGNAL SUPPORTS | | | 0775 660-04(C1)A 2.000 EA | 3000.00000 6000.00| 4750.00000 9500.00| 3150.00000 6300.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0780 660-04(C1L) 4.000 EA | 5500.00000 22000.00| 9000.00000 36000.00| 5800.00000 23200.00 SIGNAL SUPPORTS | | | 0785 660-05(H) 23.000 EA | 800.00000 18400.00| 630.00000 14490.00| 840.00000 19320.00 JUNCTION BOXES, TYPE H | | | 0790 660-06(1) LUMP| 10000.00000 10000.00| 20200.00000 20200.00| 10500.00000 10500.00 SIGNAL INTERCONNECT | | | 0795 660-07(01) LUMP| 20000.00000 20000.00| 11900.00000 11900.00| 21000.00000 21000.00 MISCELLANEOUS SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 660-07(02) LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 21000.00000 21000.00 MISCELLANEOUS SIGNAL | | | 0805 660-07(03) LUMP| 2000.00000 2000.00| 11000.00000 11000.00| 2100.00000 2100.00 MISCELLANEOUS SIGNAL | | | 0810 660-16 1.000 EA | 6500.00000 6500.00| 4400.00000 4400.00| 6800.00000 6800.00 AREA MASTER CONTROLLER | | | 0815 660-17 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 INTERSECTION PHONE SYSTEM | | | 0820 662-06(A) 3.000 EA | 800.00000 2400.00| 785.00000 2355.00| 840.00000 2520.00 JUNCTION BOX | | | SECTION TOTALS | $ 169,858.00| $ 189,035.00| $ 178,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 LIGHTING | | | 0825 662-02(1) 1.000 LS | 17500.00000 17500.00| 54910.00000 54910.00| 18500.00000 18500.00 GALVANIZED STEEL CONDUIT | | | 0830 662-02(2) 1.000 LS | 7500.00000 7500.00| 15250.00000 15250.00| 7900.00000 7900.00 GALVANIZED STEEL CONDUIT | | | 0835 662-06(A) 4.000 EA | 800.00000 3200.00| 785.00000 3140.00| 840.00000 3360.00 JUNCTION BOX | | | 0840 662-06(H18X18 19.000 EA | 1000.00000 19000.00| 1150.00000 21850.00| 1050.00000 19950.00 JUNCTION BOX | | | 0845 662-06(L) 2.000 EA | 800.00000 1600.00| 600.00000 1200.00| 840.00000 1680.00 JUNCTION BOX | | | 0850 662-07(100)W 4.000 EA | 600.00000 2400.00| 485.00000 1940.00| 630.00000 2520.00 LUMINAIRES | | | 0855 662-07(250)W 22.000 EA | 600.00000 13200.00| 375.00000 8250.00| 630.00000 13860.00 LUMINAIRES | | | 0860 662-08(1) 1.000 LS | 16134.00000 16134.00| 15000.00000 15000.00| 17000.00000 17000.00 CABLE | | | 0865 662-08(2) 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5250.00000 5250.00 CABLE | | | 0870 662-10(40-10I 6.000 EA | 3000.00000 18000.00| 2400.00000 14400.00| 3200.00000 19200.00 LIGHTING SUPPORT, TYPE I | | | 0875 662-10(40-16I 11.000 EA | 3500.00000 38500.00| 2375.00000 26125.00| 3700.00000 40700.00 LIGHTING SUPPORT, TYPE I | | | 0880 662-13(1) 1.000 LS | 15000.00000 15000.00| 8000.00000 8000.00| 15800.00000 15800.00 SERVICE AND CONTROL STATION | | | 0885 662-13(2) 1.000 LS | 15000.00000 15000.00| 3900.00000 3900.00| 15800.00000 15800.00 SERVICE AND CONTROL STATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 662-14 LUMP| 2500.00000 2500.00| 100.00000 100.00| 2600.00000 2600.00 INCIDENTAL ELECTRICAL WORK | | | 0895 662-15(1) 1.000 LS | 600.00000 600.00| 100.00000 100.00| 630.00000 630.00 ELECTRICAL TESTS | | | 0900 662-15(2) 1.000 LS | 250.00000 250.00| 100.00000 100.00| 260.00000 260.00 ELECTRICAL TESTS | | | SECTION TOTALS | $ 175,384.00| $ 179,265.00| $ 185,010.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SEWER LINE | | | 0905 639-01 LUMP| 1.00000 1.00| 2500.00000 2500.00| 1800.00000 1800.00 CONSTRUCTION LAYOUT STAKES | | | 0910 670-04(4)V,55 525.000 LF | 80.00000 42000.00| 90.00000 47250.00| 145.00000 76125.00 DUCTILE IRON PIPE TYPE V, CLASS 55 | | | 0915 670-07(2)200 3403.000 LF | 8.00000 27224.00| 11.00000 37433.00| 17.80000 60573.40 PLASTIC PIPE, CLASS 200 | | | 0920 670-07B(2)200 525.000 LF | 8.00000 4200.00| 10.00000 5250.00| 21.50000 11287.50 CLASS 200 SDR 9 POLYETHYLENE TUBING | | | 0925 670-10(12).25 594.000 LF | 60.00000 35640.00| 46.00000 27324.00| 63.50000 37719.00 STEEL CASING PIPE | | | 0930 675-07(4) 158.000 LF | 25.00000 3950.00| 28.00000 4424.00| 28.00000 4424.00 PLASTIC SEWER PIPE | | | 0935 675-22(2) 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 1750.00000 1750.00 AIR VALVE ASSEMBLY | | | 0940 675-28 LUMP| 27000.00000 27000.00| 21500.00000 21500.00| 35000.00000 35000.00 LIFT STATION AND VALVE VAULT | | | 0945 675-29 4.000 EA | 1000.00000 4000.00| 815.00000 3260.00| 1575.00000 6300.00 CLEANOUT WITH VALVLE ASSEMBLY | | | 0950 675-29-1 4.000 EA | 500.00000 2000.00| 590.00000 2360.00| 900.00000 3600.00 CLEANOUT | | | SECTION TOTALS | $ 147,515.00| $ 153,101.00| $ 238,578.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 SIGNING | | | 0955 657-06(S4X7.7 610.000 LF | 13.80000 8418.00| 13.80000 8418.00| 18.00000 10980.00 A-441SUPPORTS, GALVANIZED | | | 0960 657-06(W6X12) 279.000 LF | 20.00000 5580.00| 20.00000 5580.00| 23.00000 6417.00 A-441SUPPORTS, GALVANIZED | | | 0965 657-06(W 8X18 294.000 LF | 23.80000 6997.20| 23.80000 6997.20| 27.00000 7938.00 A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 657-06(W10X22 474.000 LF | 25.80000 12229.20| 25.60000 12134.40| 29.00000 13746.00 A-441SUPPORTS, GALVANIZED | | | 0975 657-08 1024.000 LF | 4.70000 4812.80| 4.70000 4812.80| 3.80000 3891.20 (2.00LB) CHANNEL POSTS | | | 0980 657-10 1415.000 LF | 5.30000 7499.50| 5.30000 7499.50| 5.20000 7358.00 (3.00LB) CHANNEL POSTS | | | 0985 657-12 77.000 LF | 7.50000 577.50| 7.50000 577.50| 7.20000 554.40 (4.00LB BACK TO BACK) CHANNEL POSTS | | | 0990 657-14 32.000 LF | 10.00000 320.00| 10.00000 320.00| 8.40000 268.80 (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0995 657-17 56.000 CY | 718.00000 40208.00| 718.00000 40208.00| 810.00000 45360.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1000 658-01 33.000 CY | 740.00000 24420.00| 740.00000 24420.00| 840.00000 27720.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1005 658-02(01) 1.000 EA | 16770.00000 16770.00| 17000.00000 17000.00| 21500.00000 21500.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 1006 658-03(02) 1.000 EA | 9650.00000 9650.00| 10000.00000 10000.00| 12600.00000 12600.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1010 658-03(03) 1.000 EA | 8350.00000 8350.00| 10000.00000 10000.00| 11500.00000 11500.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1015 658-03(04) 1.000 EA | 8350.00000 8350.00| 10000.00000 10000.00| 11500.00000 11500.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1020 658-03(05) 1.000 EA | 9050.00000 9050.00| 10000.00000 10000.00| 12100.00000 12100.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1025 658-03(06) 1.000 EA | 9650.00000 9650.00| 11000.00000 11000.00| 12600.00000 12600.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1030 659-01(1)250W LUMP| 9000.00000 9000.00| 5000.00000 5000.00| 9500.00000 9500.00 SIGN LIGHTING TYPE 3 (250W) | | | 1035 659-01(2)250W LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 5800.00000 5800.00 SIGN LIGHTING TYPE 3 (250W) | | | 1040 659-01(3)250W LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 9500.00000 9500.00 SIGN LIGHTING TYPE 3 (250W) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1045 659-01(4)250W LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 9500.00000 9500.00 SIGN LIGHTING TYPE 3 (250W) | | | 1050 659-01(5)250W LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 5800.00000 5800.00 SIGN LIGHTING TYPE 3 (250W) | | | 1055 659-01(6)250W LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 5800.00000 5800.00 SIGN LIGHTING TYPE 3 (250W) | | | 1060 661-01(1) 1348.000 SF | 13.80000 18602.40| 13.80000 18602.40| 16.30000 21972.40 (0.080),FLAT SHEET SIGNS | | | 1065 661-02 4842.000 SF | 15.30000 74082.60| 15.30000 74082.60| 19.50000 94419.00 EXTRUDED PANEL SIGNS | | | 1070 661-04(1) 120.000 EA | 15.00000 1800.00| 15.00000 1800.00| 3.20000 384.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 1075 661-07 8.000 UN | 30.00000 240.00| 30.00000 240.00| 21.00000 168.00 DELINEATORS, AMBER THREE PER UNIT | | | 1080 661-11 8.000 EA | 275.00000 2200.00| 275.00000 2200.00| 630.00000 5040.00 INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 313,307.20| $ 298,892.40| $ 373,916.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 PAVEMENT MARKINGS | | | 1085 663-01-1(II)W 21560.000 LF | 0.13000 2802.80| 0.13000 2802.80| 0.15000 3234.00 EDGE LINE, WHITE | | | 1090 663-01-1(II)Y 17000.000 LF | 0.13000 2210.00| 0.13000 2210.00| 0.15000 2550.00 EDGE LINE, YELLOW | | | 1095 663-02-1(II)W 3460.000 LF | 0.15000 519.00| 0.15000 519.00| 0.15000 519.00 LANE LINE OR CENTERLINE, WHITE | | | 1100 663-03-1(II) 4260.000 LF | 0.15000 639.00| 0.15000 639.00| 0.15000 639.00 BARRIER LINES | | | 1105 663-04(II) 3720.000 LF | 0.25000 930.00| 0.25000 930.00| 0.25000 930.00 TYPE II CHANNELIZING LINES | | | 1110 663-05(V)W 535.000 LF | 7.67000 4103.45| 7.67000 4103.45| 8.00000 4280.00 TYPE V STOP LINES, WHITE | | | 1115 663-07(V)W 1505.000 LF | 7.67000 11543.35| 7.67000 11543.35| 8.00000 12040.00 TYPE V, STRIPES, WHITE | | | 1120 663-07(V)Y 255.000 LF | 4.50000 1147.50| 4.50000 1147.50| 5.00000 1275.00 TYPE V, STRIPES, YELLOW | | | 1125 663-10(V) 44.000 EA | 125.00000 5500.00| 125.00000 5500.00| 130.00000 5720.00 TYPE V, LANE ARROWS | | | 1130 663-11(V) 84.000 EA | 45.00000 3780.00| 45.00000 3780.00| 47.00000 3948.00 TYPE V, LANE LETTERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 663-12(P-2) 165.000 EA | 35.00000 5775.00| 35.00000 5775.00| 37.00000 6105.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 38,950.10| $ 38,950.10| $ 41,240.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE #3192.1 | | | 1140 203-02(2) LUMP| 14000.00000 14000.00| 40000.00000 40000.00| 26500.00000 26500.00 REMOVAL OF PORTIONS OF EXISTING BRIDGE | | | SUPERSTRUCTURE | | | 1145 203-02(3) LUMP| 12500.00000 12500.00| 10000.00000 10000.00| 26300.00000 26300.00 REMOVAL OF PORTIONS OF EXISTING BRIDGE | | | SUBSTRUCTURE | | | 1150 212-01 38.000 CY | 50.00000 1900.00| 95.00000 3610.00| 47.00000 1786.00 STRUCTURE EXCAVATION | | | 1155 212-05 42.000 CY | 35.00000 1470.00| 95.00000 3990.00| 100.00000 4200.00 SELECT MATERIAL FOR BACKFILLING | | | 1160 601-02 166.000 CY | 440.00000 73040.00| 475.00000 78850.00| 437.00000 72542.00 CLASS B CONCRETE | | | 1165 601-03 331.000 CY | 440.00000 145640.00| 700.00000 231700.00| 540.00000 178740.00 CLASS K CONCRETE | | | 1170 602-01 25900.000 LB | 0.58000 15022.00| 0.50000 12950.00| 0.75000 19425.00 REINFORCING STEEL BARS | | | 1175 602-02 87131.000 LB | 0.69000 60120.39| 0.75000 65348.25| 0.85000 74061.35 EPOXY COATED REINFORCING STEELBARS | | | 1180 603-18(45) 1354.000 LF | 120.00000 162480.00| 122.00000 165188.00| 131.50000 178051.00 PRESTRESSED CONCRETE I BEAMS, 45IN | | | 1185 616-05HP12X53 307.000 LF | 75.00000 23025.00| 60.00000 18420.00| 52.50000 16117.50 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 1190 619-02 10.000 SY | 40.00000 400.00| 33.00000 330.00| 42.00000 420.00 MEMBRANE WATERPROFFING WITHOUT | | | PROTECTION COURSE | | | 1195 625-01(48) 55.000 LF | 395.00000 21725.00| 328.00000 18040.00| 158.00000 8690.00 DRILLED CAISSONS 48" DIAMETER | | | 1200 625-03(42) 60.000 LF | 625.00000 37500.00| 486.00000 29160.00| 315.00000 18900.00 ROCK SOCKET 42" FOUNDATION | | | 1201 625-04(48) LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 13700.00000 13700.00 DRILLED CAISSON TEST HOLE | | | 1205 625-17 266.000 LF | 78.50000 20881.00| 110.00000 29260.00| 79.00000 21014.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 639-01 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 2600.00000 2600.00 CONSTRUCTION LAYOUT STAKES | | | 1215 679-06 LUMP| 2500.00000 2500.00| 500.00000 500.00| 3700.00000 3700.00 TEST SLAB | | | 1220 680-07 808.000 SY | 28.50000 23028.00| 30.00000 24240.00| 27.40000 22139.20 CLASS 1 BRIDGE DECK REMOVAL | | | 1225 679-02 AH1 124.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1230 679-04M AH2 124.000 CY | 800.00000 99200.00| 600.00000 74400.00| 895.00000 110980.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 729,931.39| $ 835,986.25| $ 799,866.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE #2102.2 (REPAIR ONLY) | | | 1235 601-35 LUMP| 22500.00000 22500.00| 36000.00000 36000.00| 53000.00000 53000.00 SUBSTRUCTURE MODIFICATION | | | 1240 615-12 8.000 EA | 2000.00000 16000.00| 2450.00000 19600.00| 1580.00000 12640.00 RESETTING BRIDGE BEARINGS | | | 1245 625-14 64.000 LF | 750.00000 48000.00| 1300.00000 83200.00| 790.00000 50560.00 REPAIR EXISTING JOINT DAM AT ABUTMENT | | | 1250 615-07 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 28000.00000 28000.00 MODIFY BRIDGE DECK DRAIN SYSTEM | | | SECTION TOTALS | $ 111,500.00| $ 164,800.00| $ 144,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE #4755 (C.I.P. ALT.) ALT AJ1 | | | 1260 212-01 AJ1 6940.000 CY | 1.00000 6940.00| 20.00000 138800.00| 26.00000 180440.00 STRUCTURE EXCAVATION | | | 1265 601-02 AJ1 4068.000 CY | 240.00000 976320.00| 250.00000 1017000.00| 316.00000 1285488.00 CLASS B CONCRETE | | | 1270 602-01 AJ1 825952.000 LB | 0.57000 470792.64| 0.65000 536868.80| 0.53000 437754.56 REINFORCING STEEL BARS | | | 1275 619-02 AJ1 39.000 SY | 40.00000 1560.00| 25.00000 975.00| 26.00000 1014.00 MEMBRANE WATERPROFFING WITHOUT | | | PROTECTION COURSE | | | 1280 639-01 AJ1 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 6500.00000 6500.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,458,112.64| $ 1,708,643.80| $ 1,911,196.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 BRIDGE #4755 (PRECAST ALT.) ALT AJ2 | | | 1285 212-01 AJ2 7090.000 CY | | | STRUCTURE EXCAVATION | | | 1290 601-02 AJ2 1732.000 CY | | | CLASS B CONCRETE | | | 1295 602-01 AJ2 300298.000 LB | | | REINFORCING STEEL BARS | | | 1300 603-27 AJ2 802.000 LF | | | PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 1305 603-28 AJ2 800.000 SF | | | PRECAST REINFORCED CONCRETE WINGWALLS | | | 1310 603-29 AJ2 90.000 SF | | | PRECAST REINFORCED CONCRETE HEADWALLS | | | 1315 639-01 AJ2 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 6X6 RFBC (C.I.P. ALT.) ALT AK1 | | | 1320 212-01 AK1 210.000 CY | 50.00000 10500.00| 85.00000 17850.00| STRUCTURE EXCAVATION | | | 1325 601-02 AK1 94.000 CY | 350.00000 32900.00| 700.00000 65800.00| CLASS B CONCRETE | | | 1330 602-01 AK1 9437.000 LB | 0.58000 5473.46| 0.85000 8021.45| REINFORCING STEEL BARS | | | 1335 639-01 AK1 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 49,873.46| $ 94,171.45| $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 6X6 RFBC (PRECAST ALT.) ALT AK2 | | | 1340 212-01 AK2 210.000 CY | | | 32.00000 6720.00 STRUCTURE EXCAVATION | | | 1345 601-02 AK2 31.000 CY | | | 550.00000 17050.00 CLASS B CONCRETE | | | 1350 602-01 AK2 3798.000 LB | | | 1.00000 3798.00 REINFORCING STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 31-1316393 |(3) 55-0535003 |BIZZACK, INC. |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1355 639-01 AK2 LUMP| | | 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 1360 604-70(6X6) AK2 55.000 LF | | | 420.00000 23100.00 PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ | $ | $ 53,168.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,903,996.35| $ 11,444,000.00| $ 11,739,598.78 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 450000.00000 450000.00| 450000.00000 450000.00| CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 7600.00000 7600.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0015 202-01(02) 1.000 LS | 3550.00000 3550.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0020 202-01(03) 1.000 LS | 1025.00000 1025.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0025 202-01(05) 1.000 LS | 4050.00000 4050.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0030 202-01(06) 1.000 LS | 1820.00000 1820.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0035 202-01(07) 1.000 LS | 5050.00000 5050.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0040 202-01(08) 1.000 LS | 10100.00000 10100.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0045 202-01(09) 1.000 LS | 1520.00000 1520.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0050 202-01(10) 1.000 LS | 3540.00000 3540.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0055 202-01(11) 1.000 LS | 7100.00000 7100.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0060 202-01(12) 1.000 LS | 3540.00000 3540.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0065 202-01(13) 1.000 LS | 4050.00000 4050.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0070 202-01(14) 1.000 LS | 810.00000 810.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0075 202-01(15) 1.000 LS | 3540.00000 3540.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0080 202-01(16) 1.000 LS | 510.00000 510.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0085 202-01(17) 1.000 LS | 4050.00000 4050.00| 3000.00000 3000.00| BUILDING DEMOLITION | | | 0090 202-02 LUMP| 510.00000 510.00| 1200.00000 1200.00| WATER WELL ABANDONMENT ,202-02(01) | | | 0095 202-02 LUMP| 510.00000 510.00| 1200.00000 1200.00| WATER WELL ABANDONMENT ,202-02(18) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202-03 LUMP| 510.00000 510.00| 1800.00000 1800.00| SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0105 202-03 LUMP| 710.00000 710.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0110 202-03 LUMP| 710.00000 710.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT ,202-03(06) | | | 0115 202-03 LUMP| 710.00000 710.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT ,202-03(07) | | | 0120 202-03 LUMP| 710.00000 710.00| 1600.00000 1600.00| SEPTIC TANK ABANDONMENT ,202-03(08) | | | 0125 202-03 LUMP| 710.00000 710.00| 1700.00000 1700.00| SEPTIC TANK ABANDONMENT ,202-03(11) | | | 0130 202-03 LUMP| 710.00000 710.00| 1750.00000 1750.00| SEPTIC TANK ABANDONMENT ,202-03(12) | | | 0135 202-03 LUMP| 710.00000 710.00| 1750.00000 1750.00| SEPTIC TANK ABANDONMENT ,202-03(13) | | | 0140 202-03 LUMP| 710.00000 710.00| 1750.00000 1750.00| SEPTIC TANK ABANDONMENT ,202-03(15) | | | 0145 202-03 LUMP| 710.00000 710.00| 1755.00000 1755.00| SEPTIC TANK ABANDONMENT ,202-03(17) | | | 0150 202-03 LUMP| 710.00000 710.00| 1766.00000 1766.00| SEPTIC TANK ABANDONMENT ,202-03(19) | | | 0155 202-03 LUMP| 710.00000 710.00| 1766.00000 1766.00| SEPTIC TANK ABANDONMENT ,202-03(20) | | | 0160 204-01 LUMP| 354000.00000 354000.00| 450000.00000 450000.00| MOBILIZATION | | | 0165 207-01 767294.000 CY | 3.69000 2831314.86| 6.66000 5110178.04| UNCLASSIFIED EXCAVATION | | | 0170 207-02 7663.000 CY | 25.20000 193107.60| 27.80000 213031.40| SUBGRADE | | | 0175 207-34 51856.000 SY | 1.30000 67412.80| 1.30000 67412.80| FABRIC FOR SEPARATION | | | 0180 212-05 242.000 CY | 34.20000 8276.40| 45.00000 10890.00| SELECT MATERIAL FOR BACKFILLING | | | 0185 307-01 2258.000 CY | 37.60000 84900.80| 41.00000 92578.00| CLASS 1 AGGREGATE BASE COURSE | | | 0190 311-06 4790.000 CY | 56.20000 269198.00| 57.00000 273030.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0195 408-02 500.000 GA | 1.30000 650.00| 1.30000 650.00| BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 409-02 4189.000 GA | 1.30000 5445.70| 1.30000 5445.70| BITUMINOUS MATERIAL | | | 0205 502-01(12I) 298.000 SY | 200.00000 59600.00| 128.00000 38144.00| PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0210 601-02 32.000 CY | 1430.00000 45760.00| 760.00000 24320.00| CLASS B CONCRETE | | | 0215 604-02(12)A2 218.000 LF | 61.20000 13341.60| 44.00000 9592.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0220 604-02(18)A2 126.000 LF | 37.70000 4750.20| 53.00000 6678.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0225 604-02(30)A2 452.000 LF | 36.00000 16272.00| 55.00000 24860.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0230 604-02(36)A2 249.000 LF | 74.00000 18426.00| 80.00000 19920.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0235 604-02(54)A3 454.000 LF | 104.00000 47216.00| 96.00000 43584.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0240 604-09(12) 9.000 EA | 481.00000 4329.00| 250.00000 2250.00| END SECION FOR CORRUGATED STEEL PIPE | | | 0245 604-37(18)III 2773.000 LF | 51.00000 141423.00| 84.00000 232932.00| REINFORCED CONCRETE PIPE | | | 0250 604-37(24)III 333.000 LF | 66.00000 21978.00| 90.00000 29970.00| REINFORCED CONCRETE PIPE | | | 0255 604-37(36)III 488.000 LF | 98.00000 47824.00| 186.00000 90768.00| REINFORCED CONCRETE PIPE | | | 0260 604-70(4X4) 21.000 LF | 730.00000 15330.00| 390.00000 8190.00| PRECAST CONCRETE BOX CULVERT | | | 0265 604-72(24) 2.000 EA | 890.00000 1780.00| 700.00000 1400.00| SAFETY SLOPE END SECTION FOR CSP | | | 0270 605-04 43.000 EA | 1400.00000 60200.00| 1500.00000 64500.00| TYPE B INLET | | | 0275 605-04-1 2.000 EA | 1900.00000 3800.00| 2500.00000 5000.00| TYPE B INLET, MODIFIED | | | 0280 605-08 20.000 EA | 2700.00000 54000.00| 2400.00000 48000.00| TYPE F INLET | | | 0285 605-08-1 1.000 EA | 2700.00000 2700.00| 3700.00000 3700.00| TYPE F INLET, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 605-09 5.000 EA | 1650.00000 8250.00| 2000.00000 10000.00| TYPE G INLET | | | 0295 605-09-1 4.000 EA | 2500.00000 10000.00| 2700.00000 10800.00| TYPE G INLET, MODIFIED | | | 0300 606-22 24.000 CY | 51.50000 1236.00| 58.00000 1392.00| CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0305 606-25(6) 650.000 LF | 10.70000 6955.00| 9.00000 5850.00| UNDERDRAIN PIPE | | | 0310 606-29 13006.000 LF | 12.70000 165176.20| 13.00000 169078.00| FREE DRAINING BASE (FDB) TRENCH | | | 0315 606-30 576.000 LF | 11.70000 6739.20| 12.00000 6912.00| OUTLET PIPE | | | 0320 607-01(I) 4437.500 LF | 10.20000 45262.50| 11.00000 48812.50| TYPE 1 GUARDRAIL | | | 0325 607-06 4.000 EA | 785.00000 3140.00| 800.00000 3200.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0330 607-10-1 3425.000 LF | 1.30000 4452.50| 1.26000 4315.50| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0335 607-25(B) 3.000 EA | 410.00000 1230.00| 412.00000 1236.00| CUT SLOPE TERMINAL, TYPE B | | | 0340 607-30 12.000 EA | 430.00000 5160.00| 430.00000 5160.00| SPECIAL TRAILING END TERMINAL | | | 0345 607-65 7.000 EA | 1320.00000 9240.00| 1400.00000 9800.00| FLARED END TERMINAL | | | 0350 608-02(3F11I) 9342.000 LF | 8.40000 78472.80| 9.12000 85199.04| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0355 609-01 3602.000 SY | 37.00000 133274.00| 33.40000 120306.80| CONCRETE SIDEWALK | | | 0360 610-03(I) 8877.000 LF | 21.50000 190855.50| 25.66000 227783.82| COMBINATION CONCRETE CURB AND GUTTER | | | 0365 633-01 459.000 SY | 65.00000 29835.00| 100.00000 45900.00| CONCRETE GUTTER | | | 0370 633-03 1636.000 CY | 12.00000 19632.00| 44.00000 71984.00| DUMPED ROCK GUTTER | | | 0375 636-07 17000.000 LF | 0.51000 8670.00| 0.50000 8500.00| ERADICATION OF PAVEMENT MARKINGS | | | 0380 636-08 38800.000 LF | 0.35000 13580.00| 0.38000 14744.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 636-09 47000.000 LF | 1.00000 47000.00| 1.12000 52640.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0390 636-11 32240.000 UN | 0.83000 26759.20| 1.07000 34496.80| TRAFFIC CONTROL DEVICES | | | 0395 636-12 10.000 EA | 305.00000 3050.00| 312.00000 3120.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0400 636-13 300.000 EA | 4.10000 1230.00| 3.30000 990.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0405 636-14 1200.000 HR | 40.50000 48600.00| 34.00000 40800.00| FLAGGER | | | 0410 636-17 6100.000 LF | 18.00000 109800.00| 23.30000 142130.00| TEMPORARY CONCRETE BARRIERS | | | 0415 636-18 7400.000 LF | 4.10000 30340.00| 6.60000 48840.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0420 636-21 120.000 DA | 20.20000 2424.00| 22.44000 2692.80| ELECTRIC ARROW | | | 0425 636-22 720.000 DA | 50.50000 36360.00| 66.00000 47520.00| CHANGABLE MESSAGE SIGN | | | 0430 636-25(B) 5500.000 DA | 1.50000 8250.00| 1.60000 8800.00| WARNING LIGHTS | | | 0435 636-25(C) 7000.000 DA | 0.40000 2800.00| 0.55000 3850.00| WARNING LIGHTS | | | 0440 637-01 2200.000 MG | 42.00000 92400.00| 10.00000 22000.00| WATER FOR DUST PALLIATIVE | | | 0445 638-02 30.000 EA | 75.00000 2250.00| 120.00000 3600.00| RIGHT OF WAY MARKERS | | | 0450 638-03 7.000 EA | 300.00000 2100.00| 166.00000 1162.00| SURVEY MARKERS | | | 0455 639-01 LUMP| 150000.00000 150000.00| 166000.00000 166000.00| CONSTRUCTION LAYOUT STAKES | | | 0460 640-01 LUMP| 14300.00000 14300.00| 24000.00000 24000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0465 640-03 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0470 642-01 8325.000 LF | 0.83000 6909.75| 1.00000 8325.00| TEMPORARY BERMS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0475 642-02 349.000 LF | 7.00000 2443.00| 1.00000 349.00| SLOPE DRAINS | | | 0480 642-03-1 46.000 EA | 55.00000 2530.00| 30.00000 1380.00| DITCH CHECKS | | | 0485 642-03-6 1057.000 CY | 4.10000 4333.70| 4.50000 4756.50| SEDIMENT REMOVAL | | | 0490 642-04-1 3127.000 LB | 0.01000 31.27| 1.10000 3439.70| TEMPORARY SEED | | | 0495 642-04-2 737.000 LB | 0.26000 191.62| 2.00000 1474.00| SEED MIXTURE B | | | 0500 642-04-04 2390.000 LB | 1.40000 3346.00| 3.00000 7170.00| SEED MIXTURE L | | | 0505 642-05-1 23.000 TN | 455.00000 10465.00| 366.00000 8418.00| STRAW OR HAY MULCH | | | 0510 642-05-2 7.000 TN | 960.00000 6720.00| 910.00000 6370.00| WOOD CELLULOSE FIBER MULCH | | | 0515 642-06 4.000 TN | 505.00000 2020.00| 500.00000 2000.00| FERTILIZER | | | 0520 642-07 15215.000 SY | 0.50000 7607.50| 1.55000 23583.25| FIBER MATTING | | | 0525 642-08 1057.000 LF | 11.00000 11627.00| 11.00000 11627.00| TEMPORARY PIPE | | | 0530 642-09 21132.000 LF | 0.01000 211.32| 0.50000 10566.00| CONTOUR DITCH | | | 0535 642-10 13.000 TN | 25.00000 325.00| 70.00000 910.00| AGRICULTURAL LIMESTONE | | | 0540 642-11 7054.000 EA | 8.00000 56432.00| 5.00000 35270.00| HAY OR STRAW BALES | | | 0545 642-12 21132.000 LF | 1.05000 22188.60| 1.89000 39939.48| SILT FENCE | | | 0550 652-01 13.000 TN | 25.00000 325.00| 70.00000 910.00| AGRICULTURAL LIMESTONE | | | 0555 652-02-1 13.000 TN | 260.00000 3380.00| 500.00000 6500.00| FERTILIZER, 10-20-10 | | | 0560 652-02-2 3.000 TN | 1620.00000 4860.00| 1100.00000 3300.00| UREA FORMALDEHYDE FERTILIZER | | | 0565 652-03-1 737.000 LB | 0.66000 486.42| 5.00000 3685.00| SEED MIXTURES B, C-1 OR C-2 | | | 0570 652-03-05 2390.000 LB | 1.36000 3250.40| 6.33000 15128.70| SEED MIXTURE L | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 652-04-1 23.000 TN | 455.00000 10465.00| 366.00000 8418.00| STRAW OR HAY MULCH | | | 0580 652-04-2 7.000 TN | 910.00000 6370.00| 900.00000 6300.00| WOOD CELLULOSE FIBER MULCH | | | 0585 655-02(B) 1760.000 SY | 5.90000 10384.00| 5.45000 9592.00| PERMANENT EROSION MATTING-TYPE B | | | 0590 664-01(IV) 9.000 EA | 7325.00000 65925.00| 9000.00000 81000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0595 664-01(IV)A 8.000 EA | 1215.00000 9720.00| 1600.00000 12800.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0665 401-1(1)SG AA1 26847.000 TN | 39.00000 1047033.00| 41.00000 1100727.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0670 401-1(1)S AA2 26358.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0675 402-01(1)SG AB1 3059.000 TN | | | HMA SKID PVT, (W-1) ST OR GR | | | 0680 402-01(1)S AB2 2967.000 TN | 42.80000 126987.60| 44.00000 130548.00| HMA SKID PVT, (W-1) SLAG | | | 0685 401-7SG AC1 1510.000 TN | | | SCRATCH COURSE, STONE OR GRAVEL | | | 0690 401-7S AC2 1373.000 TN | 42.80000 58764.40| 44.00000 60412.00| SCRATCH COURSE, SLAG | | | 0695 604-02(18)A2 AD1 137.000 LF | 38.00000 5206.00| 48.00000 6576.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0700 604-37(18)III AD2 137.000 LF | | | REINFORCED CONCRETE PIPE | | | 0705 604-02(24)A2 AE1 274.000 LF | 41.00000 11234.00| 66.00000 18084.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0710 604-37(24)III AE2 274.000 LF | | | REINFORCED CONCRETE PIPE | | | 0715 604-02(36)A2 AF1 48.000 LF | 81.00000 3888.00| 75.00000 3600.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0720 604-37(36)III AF2 48.000 LF | | | REINFORCED CONCRETE PIPE | | | 0725 636-02SG AG1 1000.000 TN | 14.00000 14000.00| 18.00000 18000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 636-02S AG2 980.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,733,715.44| $ 10,503,334.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0735 640-04 LUMP| 4400.00000 4400.00| 6000.00000 6000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,400.00| $ 6,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0740 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 0745 660-01(01) LUMP| 10100.00000 10100.00| 11000.00000 11000.00| SIGNAL CONTROLLERS 01 | | | 0750 660-01(02) LUMP| 7600.00000 7600.00| 9500.00000 9500.00| SIGNAL CONTROLLERS 02 | | | 0755 660-01(03) LUMP| 7600.00000 7600.00| 9500.00000 9500.00| SIGNAL CONTROLLERS 03 | | | 0760 660-02(LPS-C) 18.000 EA | 155.00000 2790.00| 150.00000 2700.00| TRAFFIC DETECTORS | | | 0765 660-03(V-12) 78.000 EA | 255.00000 19890.00| 330.00000 25740.00| SIGNAL SECTIONS | | | 0770 660-04(C1) 2.000 EA | 5050.00000 10100.00| 4700.00000 9400.00| SIGNAL SUPPORTS | | | 0775 660-04(C1)A 2.000 EA | 3535.00000 7070.00| 4000.00000 8000.00| SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0780 660-04(C1L) 4.000 EA | 7830.00000 31320.00| 7800.00000 31200.00| SIGNAL SUPPORTS | | | 0785 660-05(H) 23.000 EA | 1010.00000 23230.00| 800.00000 18400.00| JUNCTION BOXES, TYPE H | | | 0790 660-06(1) LUMP| 22730.00000 22730.00| 9000.00000 9000.00| SIGNAL INTERCONNECT | | | 0795 660-07(01) LUMP| 17700.00000 17700.00| 23000.00000 23000.00| MISCELLANEOUS SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 660-07(02) LUMP| 15200.00000 15200.00| 19000.00000 19000.00| MISCELLANEOUS SIGNAL | | | 0805 660-07(03) LUMP| 13650.00000 13650.00| 17000.00000 17000.00| MISCELLANEOUS SIGNAL | | | 0810 660-16 1.000 EA | 2525.00000 2525.00| 4200.00000 4200.00| AREA MASTER CONTROLLER | | | 0815 660-17 LUMP| 510.00000 510.00| 800.00000 800.00| INTERSECTION PHONE SYSTEM | | | 0820 662-06(A) 3.000 EA | 510.00000 1530.00| 800.00000 2400.00| JUNCTION BOX | | | SECTION TOTALS | $ 193,545.00| $ 200,840.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 LIGHTING | | | 0825 662-02(1) 1.000 LS | 50500.00000 50500.00| 47000.00000 47000.00| GALVANIZED STEEL CONDUIT | | | 0830 662-02(2) 1.000 LS | 5050.00000 5050.00| 8000.00000 8000.00| GALVANIZED STEEL CONDUIT | | | 0835 662-06(A) 4.000 EA | 510.00000 2040.00| 800.00000 3200.00| JUNCTION BOX | | | 0840 662-06(H18X18 19.000 EA | 1275.00000 24225.00| 1100.00000 20900.00| JUNCTION BOX | | | 0845 662-06(L) 2.000 EA | 500.00000 1000.00| 800.00000 1600.00| JUNCTION BOX | | | 0850 662-07(100)W 4.000 EA | 460.00000 1840.00| 520.00000 2080.00| LUMINAIRES | | | 0855 662-07(250)W 22.000 EA | 330.00000 7260.00| 400.00000 8800.00| LUMINAIRES | | | 0860 662-08(1) 1.000 LS | 12650.00000 12650.00| 21000.00000 21000.00| CABLE | | | 0865 662-08(2) 1.000 LS | 2525.00000 2525.00| 4000.00000 4000.00| CABLE | | | 0870 662-10(40-10I 6.000 EA | 2500.00000 15000.00| 2400.00000 14400.00| LIGHTING SUPPORT, TYPE I | | | 0875 662-10(40-16I 11.000 EA | 2525.00000 27775.00| 2500.00000 27500.00| LIGHTING SUPPORT, TYPE I | | | 0880 662-13(1) 1.000 LS | 3800.00000 3800.00| 9500.00000 9500.00| SERVICE AND CONTROL STATION | | | 0885 662-13(2) 1.000 LS | 3800.00000 3800.00| 5200.00000 5200.00| SERVICE AND CONTROL STATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 662-14 LUMP| 1515.00000 1515.00| 800.00000 800.00| INCIDENTAL ELECTRICAL WORK | | | 0895 662-15(1) 1.000 LS | 260.00000 260.00| 130.00000 130.00| ELECTRICAL TESTS | | | 0900 662-15(2) 1.000 LS | 260.00000 260.00| 130.00000 130.00| ELECTRICAL TESTS | | | SECTION TOTALS | $ 159,500.00| $ 174,240.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SEWER LINE | | | 0905 639-01 LUMP| 3900.00000 3900.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKES | | | 0910 670-04(4)V,55 525.000 LF | 155.00000 81375.00| 266.00000 139650.00| DUCTILE IRON PIPE TYPE V, CLASS 55 | | | 0915 670-07(2)200 3403.000 LF | 18.20000 61934.60| 15.00000 51045.00| PLASTIC PIPE, CLASS 200 | | | 0920 670-07B(2)200 525.000 LF | 24.25000 12731.25| 12.00000 6300.00| CLASS 200 SDR 9 POLYETHYLENE TUBING | | | 0925 670-10(12).25 594.000 LF | 66.00000 39204.00| 149.00000 88506.00| STEEL CASING PIPE | | | 0930 675-07(4) 158.000 LF | 27.50000 4345.00| 21.00000 3318.00| PLASTIC SEWER PIPE | | | 0935 675-22(2) 1.000 EA | 2020.00000 2020.00| 3100.00000 3100.00| AIR VALVE ASSEMBLY | | | 0940 675-28 LUMP| 48500.00000 48500.00| 38000.00000 38000.00| LIFT STATION AND VALVE VAULT | | | 0945 675-29 4.000 EA | 1820.00000 7280.00| 3000.00000 12000.00| CLEANOUT WITH VALVLE ASSEMBLY | | | 0950 675-29-1 4.000 EA | 1315.00000 5260.00| 800.00000 3200.00| CLEANOUT | | | SECTION TOTALS | $ 266,549.85| $ 348,119.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 SIGNING | | | 0955 657-06(S4X7.7 610.000 LF | 14.00000 8540.00| 18.00000 10980.00| A-441SUPPORTS, GALVANIZED | | | 0960 657-06(W6X12) 279.000 LF | 20.20000 5635.80| 23.00000 6417.00| A-441SUPPORTS, GALVANIZED | | | 0965 657-06(W 8X18 294.000 LF | 24.00000 7056.00| 27.00000 7938.00| A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 657-06(W10X22 474.000 LF | 26.00000 12324.00| 29.00000 13746.00| A-441SUPPORTS, GALVANIZED | | | 0975 657-08 1024.000 LF | 4.75000 4864.00| 3.94000 4034.56| (2.00LB) CHANNEL POSTS | | | 0980 657-10 1415.000 LF | 5.35000 7570.25| 5.12000 7244.80| (3.00LB) CHANNEL POSTS | | | 0985 657-12 77.000 LF | 7.60000 585.20| 7.00000 539.00| (4.00LB BACK TO BACK) CHANNEL POSTS | | | 0990 657-14 32.000 LF | 10.10000 323.20| 9.00000 288.00| (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0995 657-17 56.000 CY | 725.00000 40600.00| 800.00000 44800.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1000 658-01 33.000 CY | 750.00000 24750.00| 812.00000 26796.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1005 658-02(01) 1.000 EA | 17000.00000 17000.00| 21000.00000 21000.00| OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 1006 658-03(02) 1.000 EA | 9750.00000 9750.00| 13000.00000 13000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1010 658-03(03) 1.000 EA | 8450.00000 8450.00| 12000.00000 12000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1015 658-03(04) 1.000 EA | 8450.00000 8450.00| 12000.00000 12000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1020 658-03(05) 1.000 EA | 9150.00000 9150.00| 12000.00000 12000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1025 658-03(06) 1.000 EA | 9750.00000 9750.00| 13000.00000 13000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 1030 659-01(1)250W LUMP| 12650.00000 12650.00| 7400.00000 7400.00| SIGN LIGHTING TYPE 3 (250W) | | | 1035 659-01(2)250W LUMP| 5030.00000 5030.00| 5400.00000 5400.00| SIGN LIGHTING TYPE 3 (250W) | | | 1040 659-01(3)250W LUMP| 4300.00000 4300.00| 6200.00000 6200.00| SIGN LIGHTING TYPE 3 (250W) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1045 659-01(4)250W LUMP| 4300.00000 4300.00| 6200.00000 6200.00| SIGN LIGHTING TYPE 3 (250W) | | | 1050 659-01(5)250W LUMP| 5600.00000 5600.00| 5400.00000 5400.00| SIGN LIGHTING TYPE 3 (250W) | | | 1055 659-01(6)250W LUMP| 5300.00000 5300.00| 5400.00000 5400.00| SIGN LIGHTING TYPE 3 (250W) | | | 1060 661-01(1) 1348.000 SF | 14.00000 18872.00| 17.00000 22916.00| (0.080),FLAT SHEET SIGNS | | | 1065 661-02 4842.000 SF | 16.50000 79893.00| 19.00000 91998.00| EXTRUDED PANEL SIGNS | | | 1070 661-04(1) 120.000 EA | 16.15000 1938.00| 4.00000 480.00| DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 1075 661-07 8.000 UN | 30.30000 242.40| 23.00000 184.00| DELINEATORS, AMBER THREE PER UNIT | | | 1080 661-11 8.000 EA | 300.00000 2400.00| 612.00000 4896.00| INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 315,323.85| $ 362,257.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 PAVEMENT MARKINGS | | | 1085 663-01-1(II)W 21560.000 LF | 0.14000 3018.40| 0.12000 2587.20| EDGE LINE, WHITE | | | 1090 663-01-1(II)Y 17000.000 LF | 0.14000 2380.00| 0.12000 2040.00| EDGE LINE, YELLOW | | | 1095 663-02-1(II)W 3460.000 LF | 0.16000 553.60| 0.20000 692.00| LANE LINE OR CENTERLINE, WHITE | | | 1100 663-03-1(II) 4260.000 LF | 0.16000 681.60| 0.12000 511.20| BARRIER LINES | | | 1105 663-04(II) 3720.000 LF | 0.26000 967.20| 0.55000 2046.00| TYPE II CHANNELIZING LINES | | | 1110 663-05(V)W 535.000 LF | 7.75000 4146.25| 12.50000 6687.50| TYPE V STOP LINES, WHITE | | | 1115 663-07(V)W 1505.000 LF | 7.75000 11663.75| 12.00000 18060.00| TYPE V, STRIPES, WHITE | | | 1120 663-07(V)Y 255.000 LF | 4.55000 1160.25| 10.00000 2550.00| TYPE V, STRIPES, YELLOW | | | 1125 663-10(V) 44.000 EA | 127.00000 5588.00| 188.00000 8272.00| TYPE V, LANE ARROWS | | | 1130 663-11(V) 84.000 EA | 45.50000 3822.00| 72.00000 6048.00| TYPE V, LANE LETTERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 663-12(P-2) 165.000 EA | 35.50000 5857.50| 48.00000 7920.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 39,838.55| $ 57,413.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE #3192.1 | | | 1140 203-02(2) LUMP| 21000.00000 21000.00| 66000.00000 66000.00| REMOVAL OF PORTIONS OF EXISTING BRIDGE | | | SUPERSTRUCTURE | | | 1145 203-02(3) LUMP| 12000.00000 12000.00| 66000.00000 66000.00| REMOVAL OF PORTIONS OF EXISTING BRIDGE | | | SUBSTRUCTURE | | | 1150 212-01 38.000 CY | 79.00000 3002.00| 100.00000 3800.00| STRUCTURE EXCAVATION | | | 1155 212-05 42.000 CY | 91.00000 3822.00| 50.00000 2100.00| SELECT MATERIAL FOR BACKFILLING | | | 1160 601-02 166.000 CY | 500.00000 83000.00| 466.00000 77356.00| CLASS B CONCRETE | | | 1165 601-03 331.000 CY | 757.00000 250567.00| 622.00000 205882.00| CLASS K CONCRETE | | | 1170 602-01 25900.000 LB | 0.60000 15540.00| 0.70000 18130.00| REINFORCING STEEL BARS | | | 1175 602-02 87131.000 LB | 0.82000 71447.42| 0.77000 67090.87| EPOXY COATED REINFORCING STEELBARS | | | 1180 603-18(45) 1354.000 LF | 128.00000 173312.00| 129.00000 174666.00| PRESTRESSED CONCRETE I BEAMS, 45IN | | | 1185 616-05HP12X53 307.000 LF | 62.50000 19187.50| 58.00000 17806.00| STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 1190 619-02 10.000 SY | 40.50000 405.00| 50.00000 500.00| MEMBRANE WATERPROFFING WITHOUT | | | PROTECTION COURSE | | | 1195 625-01(48) 55.000 LF | 482.00000 26510.00| 528.00000 29040.00| DRILLED CAISSONS 48" DIAMETER | | | 1200 625-03(42) 60.000 LF | 841.00000 50460.00| 488.00000 29280.00| ROCK SOCKET 42" FOUNDATION | | | 1201 625-04(48) LUMP| 8200.00000 8200.00| 10000.00000 10000.00| DRILLED CAISSON TEST HOLE | | | 1205 625-17 266.000 LF | 130.00000 34580.00| 155.00000 41230.00| INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 639-01 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| CONSTRUCTION LAYOUT STAKES | | | 1215 679-06 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| TEST SLAB | | | 1220 680-07 808.000 SY | 24.00000 19392.00| 60.00000 48480.00| CLASS 1 BRIDGE DECK REMOVAL | | | 1225 679-02 AH1 124.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 1230 679-04M AH2 124.000 CY | 700.00000 86800.00| 812.00000 100688.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 895,224.92| $ 968,048.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE #2102.2 (REPAIR ONLY) | | | 1235 601-35 LUMP| 110000.00000 110000.00| 97650.00000 97650.00| SUBSTRUCTURE MODIFICATION | | | 1240 615-12 8.000 EA | 1600.00000 12800.00| 7600.00000 60800.00| RESETTING BRIDGE BEARINGS | | | 1245 625-14 64.000 LF | 830.00000 53120.00| 766.00000 49024.00| REPAIR EXISTING JOINT DAM AT ABUTMENT | | | 1250 615-07 LUMP| 30000.00000 30000.00| 26000.00000 26000.00| MODIFY BRIDGE DECK DRAIN SYSTEM | | | SECTION TOTALS | $ 205,920.00| $ 233,474.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE #4755 (C.I.P. ALT.) ALT AJ1 | | | 1260 212-01 AJ1 6940.000 CY | 6.50000 45110.00| | STRUCTURE EXCAVATION | | | 1265 601-02 AJ1 4068.000 CY | 318.00000 1293624.00| | CLASS B CONCRETE | | | 1270 602-01 AJ1 825952.000 LB | 0.62000 512090.24| | REINFORCING STEEL BARS | | | 1275 619-02 AJ1 39.000 SY | 25.00000 975.00| | MEMBRANE WATERPROFFING WITHOUT | | | PROTECTION COURSE | | | 1280 639-01 AJ1 LUMP| 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,857,799.24| $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 BRIDGE #4755 (PRECAST ALT.) ALT AJ2 | | | 1285 212-01 AJ2 7090.000 CY | | 22.00000 155980.00| STRUCTURE EXCAVATION | | | 1290 601-02 AJ2 1732.000 CY | | 412.00000 713584.00| CLASS B CONCRETE | | | 1295 602-01 AJ2 300298.000 LB | | 0.64000 192190.72| REINFORCING STEEL BARS | | | 1300 603-27 AJ2 802.000 LF | | 2075.00000 1664150.00| PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 1305 603-28 AJ2 800.000 SF | | 60.00000 48000.00| PRECAST REINFORCED CONCRETE WINGWALLS | | | 1310 603-29 AJ2 90.000 SF | | 112.00000 10080.00| PRECAST REINFORCED CONCRETE HEADWALLS | | | 1315 639-01 AJ2 LUMP| | 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ 2,789,984.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 6X6 RFBC (C.I.P. ALT.) ALT AK1 | | | 1320 212-01 AK1 210.000 CY | | | STRUCTURE EXCAVATION | | | 1325 601-02 AK1 94.000 CY | | | CLASS B CONCRETE | | | 1330 602-01 AK1 9437.000 LB | | | REINFORCING STEEL BARS | | | 1335 639-01 AK1 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 6X6 RFBC (PRECAST ALT.) ALT AK2 | | | 1340 212-01 AK2 210.000 CY | 40.00000 8400.00| 22.00000 4620.00| STRUCTURE EXCAVATION | | | 1345 601-02 AK2 31.000 CY | 1600.00000 49600.00| 520.00000 16120.00| CLASS B CONCRETE | | | 1350 602-01 AK2 3798.000 LB | 0.70000 2658.60| 0.70000 2658.60| REINFORCING STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/03/99 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9626106 COUNTIES : CABELL LETTING DATE : 06/03/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-4444098 | |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1355 639-01 AK2 LUMP| 400.00000 400.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKES | | | 1360 604-70(6X6) AK2 55.000 LF | 1050.00000 57750.00| 437.00000 24035.00| PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 118,808.60| $ 49,433.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,791,425.45| $ 15,693,946.28| ====================================================================================================================================