1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORRIDOR D, E CR 892/4 - E MEADOW DRIVE PROJECT(S) : X354-000D/00-002.18 02 0APD 0282 125 C00 LOCATION: W WV 68 - E MEADOW DR/CONST 4/6 LN, BRS(2) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 12,041,544.08 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 12,976,102.28 107.7611% 3 31-1316393 AHERN & ASSOCIATES $ 13,590,000.00 112.8592% 4 61-0874665 ELMO GREER & SONS, LLC $ 13,699,593.65 113.7694% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 14,107,057.15 117.1532% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 216500.00000 216500.00| 400800.00000 400800.00| 562754.67000 562754.67 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4200.00000 4200.00| 4400.00000 4400.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 27/1 | | | 0015 202001-000 1.000 LS | 900.00000 900.00| 950.00000 950.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 27/2 | | | 0020 202001-000 1.000 LS | 5300.00000 5300.00| 5600.00000 5600.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 28/1 | | | 0025 202001-000 1.000 LS | 200.00000 200.00| 210.00000 210.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 27/3 | | | 0030 202001-000 1.000 LS | 400.00000 400.00| 420.00000 420.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 27/4 | | | 0035 202001-000 1.000 LS | 200.00000 200.00| 210.00000 210.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 29/2 | | | 0040 202001-000 1.000 LS | 900.00000 900.00| 950.00000 950.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 30/3 | | | 0042 202001-000 1.000 LS | 3400.00000 3400.00| 3600.00000 3600.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0045 202001-000 1.000 LS | 300.00000 300.00| 320.00000 320.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 29/3 | | | 0050 202001-000 1.000 LS | 300.00000 300.00| 320.00000 320.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 29/4 | | | 0055 202001-000 1.000 LS | 400.00000 400.00| 420.00000 420.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 30/2 | | | 0060 202001-000 1.000 LS | 3700.00000 3700.00| 3900.00000 3900.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 30/1 | | | 0065 202001-000 1.000 LS | 4500.00000 4500.00| 4800.00000 4800.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 32-1/1 | | | 0070 202001-000 1.000 LS | 2500.00000 2500.00| 2600.00000 2600.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 32-1/2 | | | 0075 202001-000 1.000 LS | 3700.00000 3700.00| 3900.00000 3900.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0080 202001-000 1.000 LS | 4400.00000 4400.00| 4600.00000 4600.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0085 202001-000 1.000 LS | 500.00000 500.00| 530.00000 530.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 34/2 | | | 0090 202001-000 1.000 LS | 200.00000 200.00| 210.00000 210.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 202001-000 1.000 LS | 200.00000 200.00| 210.00000 210.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/7 | | | 0100 202001-000 1.000 LS | 500.00000 500.00| 530.00000 530.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 62/8 | | | 0105 202001-000 1.000 LS | 2900.00000 2900.00| 3100.00000 3100.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 40/1 | | | 0115 202001-000 1.000 LS | 5700.00000 5700.00| 6000.00000 6000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 62/1 | | | 0120 202001-000 1.000 LS | 500.00000 500.00| 530.00000 530.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 62/6 | | | 0125 202001-000 1.000 LS | 300.00000 300.00| 320.00000 320.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/4 | | | 0130 202001-000 1.000 LS | 300.00000 300.00| 320.00000 320.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/3 | | | 0135 202001-000 1.000 LS | 300.00000 300.00| 320.00000 320.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/2 | | | 0140 202001-000 1.000 LS | 900.00000 900.00| 950.00000 950.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 35/1 | | | 0145 202001-000 1.000 LS | 1900.00000 1900.00| 2000.00000 2000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 39/1 | | | 0150 202001-000 1.000 LS | 1400.00000 1400.00| 1500.00000 1500.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 38/2 | | | 0155 202001-000 1.000 LS | 200.00000 200.00| 210.00000 210.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 38/3 | | | 0160 202001-000 1.000 LS | 3400.00000 3400.00| 3600.00000 3600.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 38/1 | | | 0165 202001-000 1.000 LS | 900.00000 900.00| 950.00000 950.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 67/1 | | | 0170 202001-000 1.000 LS | 900.00000 900.00| 950.00000 950.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 68/1 | | | 0172 202001-000 1.000 LS | 1800.00000 1800.00| 1900.00000 1900.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 74/1 | | | 0175 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 27/5 | | | 0180 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 28/2 | | | 0185 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 27/6 | | | 0190 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 29/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 30/4 | | | 0200 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 32-1/3 | | | 0205 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 33/2 | | | 0210 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 34/3 | | | 0215 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 62/9 | | | 0220 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 39/2 | | | 0225 202003-000 LUMP| 300.00000 300.00| 840.00000 840.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 38/4 | | | 0230 204001-000 LUMP| 173500.00000 173500.00| 430200.00000 430200.00| 417000.00000 417000.00 MOBILIZATION | | | 0235 207001-001 599927.000 CY | 3.42000 2051750.34| 2.85000 1709791.95| 3.50000 2099744.50 UNCLASSIFIED EXCAVATION | | | 0240 207002-000 14517.000 CY | 17.65000 256225.05| 18.47000 268128.99| 27.00000 391959.00 SUBGRADE | | | 0245 207034-000 108813.000 SY | 0.92000 100107.96| 0.79000 85962.27| 0.92000 100107.96 FABRIC FOR SEPARATION | | | 0250 211002-000 32264.000 CY | 0.01000 322.64| 6.16000 198746.24| 0.01000 322.64 ROCK BORROW EXCAVATION | | | 0255 240001-000 852.000 LF | 5.00000 4260.00| 7.40000 6304.80| 20.00000 17040.00 CLEAN CULVERT | | | 0260 240002-000 5.000 EA | 100.00000 500.00| 260.00000 1300.00| 115.00000 575.00 CLEAN INLET | | | 0265 307001-000 8305.000 CY | 31.65000 262853.25| 30.12000 250146.60| 35.00000 290675.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0267 307001-000 1815.000 CY | 35.00000 63525.00| 28.94000 52526.10| 32.00000 58080.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0270 311006-001 8626.000 CY | 41.00000 353666.00| 40.00000 345040.00| 38.00000 327788.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0295 408002-001 7920.000 GA | 0.01000 79.20| 0.01000 79.20| 0.01000 79.20 BITUMINOUS MATERIAL | | | 0300 415005-001 833.000 SY | 4.00000 3332.00| 20.00000 16660.00| 3.75000 3123.75 REMOVE EXISTING PAVEMENT SURFACE | | | 0305 501001-006 1065.000 SY | 50.00000 53250.00| 40.00000 42600.00| 50.00000 53250.00 6 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 502001-012 338.000 SY | 132.50000 44785.00| 180.00000 60840.00| 160.00000 54080.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB (BRIDGE 4956) | | | 0312 502001-012 566.000 SY | 112.00000 63392.00| 200.00000 113200.00| 170.00000 96220.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB (BRIDGE 4957) | | | 0315 601002-001 1115.000 CY | 385.00000 429275.00| 540.00000 602100.00| 475.00000 529625.00 CLASS B CONCRETE | | | 0320 604050-016 16.000 LF | 100.00000 1600.00| 70.19000 1123.04| 42.00000 672.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0325 604070-123 175.000 LF | 700.00000 122500.00| 625.20000 109410.00| 785.00000 137375.00 10X8 FT PRECAST CONCRETE BOX CULVERT | | | 0330 604070-142 358.000 LF | 868.00000 310744.00| 778.84000 278824.72| 1025.00000 366950.00 12X10 FT PRECAST CONCRETE BOX CULVERT | | | 0335 604070-161 312.000 LF | 912.00000 284544.00| 825.23000 257471.76| 1075.00000 335400.00 12X12 FT PRECAST CONCRETE BOX CULVERT | | | 0340 605004-001 3.000 EA | 1900.00000 5700.00| 1415.36000 4246.08| 1565.00000 4695.00 TYPE B INLET | | | 0345 605008-001 10.000 EA | 3000.00000 30000.00| 2343.74000 23437.40| 2800.00000 28000.00 TYPE F INLET | | | 0350 605009-001 39.000 EA | 2100.00000 81900.00| 1278.53000 49862.67| 1400.00000 54600.00 TYPE G INLET | | | 0355 605012-001 4.000 EA | 1000.00000 4000.00| 1647.75000 6591.00| 1000.00000 4000.00 ADJUST INLET TYPE G | | | 0360 606022-001 75.000 CY | 35.00000 2625.00| 45.08000 3381.00| 70.00000 5250.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0365 606025-004 626.000 LF | 7.50000 4695.00| 6.79000 4250.54| 12.00000 7512.00 6 INCH UNDERDRAIN PIPE | | | 0370 606029-001 18827.000 LF | 6.20000 116727.40| 6.09000 114656.43| 6.00000 112962.00 FREE DRAINING BASE TRENCH | | | 0375 606030-001 1340.000 LF | 20.00000 26800.00| 12.46000 16696.40| 20.00000 26800.00 OUTLET PIPE | | | 0380 607001-001 5633.000 LF | 8.50000 47880.50| 9.00000 50697.00| 8.50000 47880.50 TYPE 1 GUARDRAIL, CLASS I | | | 0385 607001-001 7065.000 LF | 6.60000 46629.00| 7.00000 49455.00| 6.60000 46629.00 TYPE 1 GUARDRAIL, CLASS II | | | 0390 607006-001 8.000 EA | 800.00000 6400.00| 840.00000 6720.00| 800.00000 6400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0395 607025-001 4.000 EA | 400.00000 1600.00| 420.00000 1680.00| 400.00000 1600.00 CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 607030-001 10.000 EA | 400.00000 4000.00| 420.00000 4200.00| 400.00000 4000.00 SPECIAL TRAILING END TERMINAL | | | 0405 607065-001 19.000 EA | 1300.00000 24700.00| 1400.00000 26600.00| 1300.00000 24700.00 FLARED END TERMINAL | | | 0410 608001-004 7465.000 LF | 13.23000 98761.95| 13.00000 97045.00| 12.25000 91446.25 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0415 610001-001 10.000 LF | 50.00000 500.00| 120.00000 1200.00| 60.00000 600.00 PLAIN CONCRETE CURBING, TYPE I | | | 0420 610006-005 2580.000 LF | 38.50000 99330.00| 41.00000 105780.00| 55.00000 141900.00 MEDIAN, TYPE V | | | 0425 633001-001 744.000 SY | 67.00000 49848.00| 100.00000 74400.00| 71.00000 52824.00 CONCRETE GUTTER | | | 0430 633003-001 601.000 CY | 12.00000 7212.00| 10.16000 6106.16| 15.00000 9015.00 DUMPED ROCK GUTTER | | | 0435 636004-001 5.000 TN | 500.00000 2500.00| 696.00000 3480.00| 250.00000 1250.00 CALCIUM CHLORIDE FOR DUST PALLIATIVE | | | 0440 636007-001 20000.000 LF | 0.50000 10000.00| 0.42000 8400.00| 0.42000 8400.00 ERADICATION OF PAVEMENT MARKING | | | 0445 636008-001 31136.000 LF | 0.15000 4670.40| 0.16000 4981.76| 0.12000 3736.32 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE PAINT4INCH SOLID LINE, WHITE | | | 0450 636008-001 35118.000 LF | 0.15000 5267.70| 0.16000 5618.88| 0.12000 4214.16 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE PAINT 4INCH SOLID LINE, | | | YELLOW | | | 0455 636011-001 46161.000 UN | 0.80000 36928.80| 1.90000 87705.90| 0.72000 33235.92 TRAFFIC CONTROL DEVICE | | | 0460 636012-010 6.000 EA | 250.00000 1500.00| 210.00000 1260.00| 100.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0465 636013-001 200.000 EA | 2.50000 500.00| 2.10000 420.00| 1.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0470 636014-001 1500.000 HR | 43.75000 65625.00| 41.23000 61845.00| 40.00000 60000.00 FLAGGER | | | 0475 636014-002 800.000 HR | 25.00000 20000.00| 44.00000 35200.00| 45.00000 36000.00 TRAFFIC DIRECTOR | | | 0480 636017-001 5800.000 LF | 0.10000 580.00| 19.00000 110200.00| 17.00000 98600.00 TEMPORARY CONCRETE BARRIER | | | 0485 636018-001 6900.000 LF | 0.10000 690.00| 2.10000 14490.00| 3.00000 20700.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 636021-001 480.000 DA | 12.00000 5760.00| 16.00000 7680.00| 12.00000 5760.00 ELECTRIC ARROW | | | 0495 636022-001 150.000 DA | 55.00000 8250.00| 53.00000 7950.00| 75.00000 11250.00 CHANGAEBLE MESSAGE SIGN | | | 0500 636023-001 1.000 LS | 2000.00000 2000.00| 2600.00000 2600.00| 2000.00000 2000.00 TEMPORARY TRAFFIC SIGNAL | | | 0505 636024-001 1585.000 LF | 1.00000 1585.00| 1.00000 1585.00| 50.00000 79250.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0510 636025-001 10164.000 DA | 0.35000 3557.40| 0.48000 4878.72| 0.42000 4268.88 WARNING LIGHTS, TYPE A | | | 0515 636025-001 2408.000 DA | 1.15000 2769.20| 1.30000 3130.40| 1.05000 2528.40 WARNING LIGHTS, TYPE B | | | 0520 636026-001 LUMP| 7500.00000 7500.00| 8400.00000 8400.00| 7500.00000 7500.00 TEMPORARY LIGHTING | | | 0522 637001-001 1200.000 MG | 10.00000 12000.00| 17.44000 20928.00| 25.00000 30000.00 WATER FOR DUST PALLIATIVE | | | 0525 638001-001 2.000 EA | 150.00000 300.00| 1249.96000 2499.92| 190.00000 380.00 PROJECT MARKER | | | 0530 638002-001 80.000 EA | 80.00000 6400.00| 53.23000 4258.40| 25.00000 2000.00 RIGHT OF WAY MARKER | | | 0535 638003-001 68.000 EA | 200.00000 13600.00| 140.02000 9521.36| 235.00000 15980.00 SURVEY MARKER | | | 0540 639001-001 LUMP| 80000.00000 80000.00| 237984.00000 237984.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0545 640001-001 18.000 MO | 2200.00000 39600.00| 840.00000 15120.00| 1300.00000 23400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0550 640003-001 LUMP| 6500.00000 6500.00| 590.00000 590.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0555 642001-001 19880.000 LF | 0.25000 4970.00| 0.01000 198.80| 0.40000 7952.00 TEMPORARY BERM | | | 0560 642002-001 630.000 LF | 8.00000 5040.00| 6.83000 4302.90| 10.00000 6300.00 SLOPE DRAIN | | | 0565 642004-001 1775.000 LB | 0.01000 17.75| 0.01000 17.75| 0.01000 17.75 SEED MIXTURE, TEMPORARY | | | 0570 642004-002 17.000 LB | 5.00000 85.00| 5.30000 90.10| 5.00000 85.00 SEED MIXTURE, B | | | 0575 642004-003 2156.000 LB | 3.40000 7330.40| 3.60000 7761.60| 3.40000 7330.40 SEED MIXTURE, D | | | 0580 642005-001 59.000 TN | 500.00000 29500.00| 530.00000 31270.00| 500.00000 29500.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0585 642005-002 3.000 TN | 1350.00000 4050.00| 1400.00000 4200.00| 1350.00000 4050.00 MULCH, WOOD CELLULOSE FIBER | | | 0590 642006-001 16.000 TN | 500.00000 8000.00| 530.00000 8480.00| 500.00000 8000.00 FERTILIZER | | | 0595 642007-001 16836.000 SY | 0.50000 8418.00| 0.53000 8923.08| 0.50000 8418.00 FIBER MATTING | | | 0600 642008-001 2200.000 LF | 0.10000 220.00| 5.89000 12958.00| 9.00000 19800.00 TEMPORARY PIPE | | | 0605 642009-001 9575.000 LF | 1.00000 9575.00| 0.50000 4787.50| 0.30000 2872.50 CONTOUR DITCH | | | 0610 642010-001 50.000 TN | 10.00000 500.00| 11.00000 550.00| 10.00000 500.00 AGRICULTURAL LIMESTONE | | | 0615 642011-001 404.000 EA | 10.00000 4040.00| 11.72000 4734.88| 11.00000 4444.00 HAY OR STRAW BALE | | | 0620 642012-001 28478.000 LF | 2.50000 71195.00| 1.04000 29617.12| 1.90000 54108.20 SILT FENCE | | | 0625 642031-001 108.000 EA | 75.00000 8100.00| 181.65000 19618.20| 90.00000 9720.00 DITCH CHECK | | | 0630 642033-001 640.000 CY | 7.00000 4480.00| 5.76000 3686.40| 3.80000 2432.00 SEDIMENT TRAP | | | 0632 642034-001 515.000 CY | 7.00000 3605.00| 9.91000 5103.65| 5.50000 2832.50 SEDIMENT DAM | | | 0635 642036-001 684.000 CY | 7.00000 4788.00| 5.76000 3939.84| 4.00000 2736.00 SEDIMENT REMOVAL | | | 0637 642037-001 510.000 CY | 7.00000 3570.00| 8.63000 4401.30| 4.50000 2295.00 SEDIMENT POND | | | 0638 642050-001 11.000 EA | 250.00000 2750.00| 450.29000 4953.19| 290.00000 3190.00 DEWATERING DEVICE | | | 0640 652001-001 72.000 TN | 10.00000 720.00| 11.00000 792.00| 10.00000 720.00 AGRICULTURAL LIMESTONE | | | 0645 652002-001 23.000 TN | 700.00000 16100.00| 740.00000 17020.00| 700.00000 16100.00 FERTILIZER, 10-20-10 | | | 0650 652002-002 7.000 TN | 700.00000 4900.00| 740.00000 5180.00| 700.00000 4900.00 FERTILIZER, UREA FORMALDEHYDE | | | 0655 652003-001 1184.000 LB | 0.75000 888.00| 0.79000 935.36| 0.75000 888.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0660 652003-002 2547.000 LB | 6.20000 15791.40| 6.60000 16810.20| 6.00000 15282.00 SEED MIXTURE, D | | | 0665 652004-001 87.000 TN | 350.00000 30450.00| 370.00000 32190.00| 350.00000 30450.00 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 652004-002 2.000 TN | 1000.00000 2000.00| 1100.00000 2200.00| 1000.00000 2000.00 WOOD CELLULOSE FIBER MULCH | | | 0675 655002-001 485.000 SY | 4.50000 2182.50| 4.80000 2328.00| 4.50000 2182.50 PERMANENT EROSION MATTING, TYPE B | | | 0680 664001-008 2.000 EA | 5500.00000 11000.00| 5800.00000 11600.00| 4500.00000 9000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0685 664001-009 1.000 EA | 1300.00000 1300.00| 1400.00000 1400.00| 1150.00000 1150.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0690 664001-016 3.000 EA | 19500.00000 58500.00| 20600.00000 61800.00| 21000.00000 63000.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0716 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 3100.00000 3100.00 ASBESTOS ABATEMENT, NUMBER 62/1 | | | 0717 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 2900.00000 2900.00 ASBESTOS ABATEMENT, NUMBER 62/6 | | | 0723 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 575.00000 575.00 ASBESTOS ABATEMENT, NUMBER 38/2 | | | 0725 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 3550.00000 3550.00 ASBESTOS ABATEMENT, NUMBER 38/1 | | | 0730 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 2580.00000 2580.00 ASBESTOS ABATEMENT, NUMBER 29/2 | | | 0736 681001-001 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 2320.00000 2320.00 ASBESTOS ABATEMENT, NUMBER 74/1 | | | 0740 401001-011 BB1 44083.000 TN | 29.60000 1304856.80| 28.00000 1234324.00| 28.00000 1234324.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0745 401001-012 BB2 40068.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0750 401001-011 CC1 14396.000 TN | 35.00000 503860.00| 33.00000 475068.00| 31.00000 446276.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0755 401001-012 CC2 13038.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0760 402001-011 DD1 7480.000 TN | 43.50000 325380.00| 40.00000 299200.00| 38.00000 284240.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0765 402001-012 DD2 6813.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 604011-006 EE1 50.000 LF | | | 21X15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0775 604077-006 EE2 50.000 LF | 40.00000 2000.00| 48.20000 2410.00| 38.00000 1900.00 21X15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0780 604002-016 FF1 2322.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0785 604076-016 FF2 2322.000 LF | 29.90000 69427.80| 28.07000 65178.54| 38.00000 88236.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0790 604002-020 GG1 1332.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0795 604076-020 GG2 1332.000 LF | 37.85000 50416.20| 40.60000 54079.20| 60.00000 79920.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0800 604002-022 HH1 632.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0805 604076-022 HH2 632.000 LF | 47.15000 29798.80| 51.03000 32250.96| 67.00000 42344.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0810 604002-024 II1 1169.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0815 604076-024 II2 1169.000 LF | 52.10000 60904.90| 57.46000 67170.74| 60.00000 70140.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0820 604002-026 JJ1 222.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0825 604076-026 JJ2 222.000 LF | 65.45000 14529.90| 75.84000 16836.48| 77.00000 17094.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0830 604002-028 KK1 201.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0835 604076-028 KK2 201.000 LF | 65.45000 13155.45| 84.47000 16978.47| 85.00000 17085.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 604002-028 LL1 252.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B7 | | | 0845 604076-028 LL2 252.000 LF | 78.25000 19719.00| 89.11000 22455.72| 85.00000 21420.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0850 604002-030 MM1 322.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0855 604076-030 MM2 322.000 LF | 83.05000 26742.10| 88.86000 28612.92| 176.00000 56672.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0860 604002-030 NN1 213.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B7 | | | 0865 604076-030 NN2 213.000 LF | 88.35000 18818.55| 93.99000 20019.87| 176.00000 37488.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | SECTION TOTALS | $ 8,629,379.34| $ 9,266,792.46| $ 9,889,316.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAINING | | | 0870 699000-001 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 SIGNING | | | 0875 657006-001 449.000 LF | 12.00000 5388.00| 13.00000 5837.00| 12.00000 5388.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0880 657006-005 282.000 LF | 14.50000 4089.00| 15.00000 4230.00| 14.50000 4089.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0885 657008-001 1101.000 LF | 5.00000 5505.00| 5.30000 5835.30| 5.00000 5505.00 2.00 LB CHANNEL POST | | | 0890 657010-001 725.000 LF | 5.50000 3987.50| 5.80000 4205.00| 5.50000 3987.50 3.00 LB CHANNEL POST | | | 0895 657012-001 16.000 LF | 9.00000 144.00| 9.50000 152.00| 9.00000 144.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0900 657014-001 48.000 LF | 10.00000 480.00| 11.00000 528.00| 10.00000 480.00 6.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0905 657017-001 17.000 CY | 700.00000 11900.00| 740.00000 12580.00| 700.00000 11900.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0910 658001-001 61.000 CY | 550.00000 33550.00| 580.00000 35380.00| 550.00000 33550.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0915 658002-001 1.000 EA | 25000.00000 25000.00| 26400.00000 26400.00| 25000.00000 25000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 01 | | | 0920 658002-001 1.000 EA | 27500.00000 27500.00| 29000.00000 29000.00| 27500.00000 27500.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 02 | | | 0925 658002-001 1.000 EA | 24500.00000 24500.00| 25900.00000 25900.00| 24500.00000 24500.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 04 | | | 0930 658003-001 1.000 EA | 13500.00000 13500.00| 14300.00000 14300.00| 13500.00000 13500.00 OVERHEAD SIGN, GALVANIZED STEEL 03 | | | 0935 658003-001 1.000 EA | 12500.00000 12500.00| 13200.00000 13200.00| 12500.00000 12500.00 OVERHEAD SIGN, GALVANIZED STEEL 05 | | | 0940 658003-001 1.000 EA | 13500.00000 13500.00| 14300.00000 14300.00| 13500.00000 13500.00 OVERHEAD SIGN, GALVANIZED STEEL 59 | | | 0945 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 01 | | | 0950 659001-001 LUMP| 9000.00000 9000.00| 9500.00000 9500.00| 9000.00000 9000.00 SIGN LIGHTING, TYPE 3 02 | | | 0955 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 03 | | | 0960 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 04 | | | 0965 659001-001 LUMP| 4000.00000 4000.00| 4200.00000 4200.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 05 | | | 0970 659001-001 LUMP| 4000.00000 4000.00| 4200.00000 4200.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 59 | | | 0975 661001-001 1109.000 SF | 15.50000 17189.50| 16.00000 17744.00| 15.50000 17189.50 0.080 IN FLAT SHEET SIGN | | | 0980 661002-001 1796.000 SF | 15.50000 27838.00| 16.00000 28736.00| 15.50000 27838.00 EXTRUDED PANEL SIGN | | | 0985 661004-001 161.000 EA | 5.00000 805.00| 5.30000 853.30| 5.00000 805.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0990 661008-001 6.000 EA | 75.00000 450.00| 79.00000 474.00| 75.00000 450.00 DELINEATOR BRACKET, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0995 661013-001 143.000 EA | 32.00000 4576.00| 34.00000 4862.00| 32.00000 4576.00 PLASTIC DELINEATOR POST, | | | 1000 661020-001 27.000 EA | 6.00000 162.00| 6.30000 170.10| 6.00000 162.00 DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 264,564.00| $ 278,486.70| $ 264,564.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 LIGHTING | | | 1005 662002-001 LUMP| 10500.00000 10500.00| 11100.00000 11100.00| 10500.00000 10500.00 GALVANIZED STEEL CONDUIT 01 | | | 1010 662002-001 LUMP| 15000.00000 15000.00| 15800.00000 15800.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT 02 | | | 1015 662002-001 LUMP| 20000.00000 20000.00| 21100.00000 21100.00| 20000.00000 20000.00 GALVANIZED STEEL CONDUIT 03 | | | 1020 662006-001 2.000 EA | 900.00000 1800.00| 950.00000 1900.00| 900.00000 1800.00 JUNCTION BOX, TYPE H, 10"X10" | | | 1025 662006-001 15.000 EA | 1000.00000 15000.00| 1100.00000 16500.00| 1000.00000 15000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1030 662006-001 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00| 1000.00000 4000.00 JUNCTION BOX, TYPE TYPE A, PARAPET | | | MOUNTED | | | 1035 662007-001 18.000 EA | 500.00000 9000.00| 530.00000 9540.00| 500.00000 9000.00 LUMINAIRE, 250 WATT | | | 1040 662008-001 1.000 LS | 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 CABLE, 01 | | | 1045 662008-001 1.000 LS | 9500.00000 9500.00| 10000.00000 10000.00| 9500.00000 9500.00 CABLE, 02 | | | 1050 662008-001 1.000 LS | 13130.00000 13130.00| 13900.00000 13900.00| 13150.00000 13150.00 CABLE, 03 | | | 1055 662010-001 3.000 EA | 2500.00000 7500.00| 2600.00000 7800.00| 2500.00000 7500.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 1060 662010-001 5.000 EA | 2700.00000 13500.00| 2900.00000 14500.00| 2700.00000 13500.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 1065 662010-001 5.000 EA | 4500.00000 22500.00| 4800.00000 24000.00| 4500.00000 22500.00 LIGHTING SUPPORT, TYPE I, (40-22) | | | 1070 662010-001 3.000 EA | 5000.00000 15000.00| 5300.00000 15900.00| 5000.00000 15000.00 LIGHTING SUPPORT, TYPE I, (40-25) | | | 1075 662013-001 LUMP| 6500.00000 6500.00| 6900.00000 6900.00| 6500.00000 6500.00 SERVICE AND CONTROL STATION, 01 | | | 1080 662013-001 LUMP| 6500.00000 6500.00| 6900.00000 6900.00| 6500.00000 6500.00 SERVICE AND CONTROL STATION, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1085 662013-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 SERVICE AND CONTROL STATION, 03 | | | 1090 662014-001 LUMP| 5500.00000 5500.00| 5800.00000 5800.00| 5500.00000 5500.00 INCIDENTAL ELECTRICAL WORK | | | 1095 662015-001 1.000 LS | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 ELECTRICAL TEST, 01 | | | 1100 662015-001 1.000 LS | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 ELECTRICAL TEST, 02 | | | 1105 662015-001 1.000 LS | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 ELECTRICAL TEST, 03 | | | SECTION TOTALS | $ 192,930.00| $ 205,140.00| $ 192,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 PAVEMENT MARKINGS | | | 1110 663001-004 20570.000 LF | 0.12000 2468.40| 0.13000 2674.10| 0.12000 2468.40 EDGE LINE, TYPE II WHITE | | | 1115 663001-004 5666.000 LF | 0.12000 679.92| 0.13000 736.58| 0.12000 679.92 EDGE LINE, TYPE II YELLOW | | | 1120 663002-005 1026.000 LF | 0.25000 256.50| 0.26000 266.76| 0.12000 123.12 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1125 663003-005 14156.000 LF | 0.12000 1698.72| 0.13000 1840.28| 0.12000 1698.72 BARRIER LINE, TYPE II | | | 1130 663004-004 1810.000 LF | 0.25000 452.50| 0.26000 470.60| 0.12000 217.20 CHANNELIZING LINE, TYPE II | | | 1135 663005-010 250.000 LF | 11.25000 2812.50| 12.00000 3000.00| 10.80000 2700.00 STOP LINE, TYPE V (24") | | | 1140 663007-010 696.000 LF | 5.75000 4002.00| 6.10000 4245.60| 5.40000 3758.40 STRIPE, TYPE V ,YELLOW (12") | | | 1145 663010-010 18.000 EA | 148.00000 2664.00| 160.00000 2880.00| 152.00000 2736.00 LANE ARROW, TYPE V | | | 1150 663011-010 36.000 EA | 48.00000 1728.00| 51.00000 1836.00| 48.00000 1728.00 LANE LETTER, TYPE V | | | 1155 663012-208 21.000 EA | 50.00000 1050.00| 53.00000 1113.00| 75.00000 1575.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 17,812.54| $ 19,062.92| $ 17,684.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 1160 640004-001 LUMP| 3500.00000 3500.00| 1200.00000 1200.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,500.00| $ 1,200.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WATERLINE RELOCATION | | | 1165 639001-001 LUMP| 1000.00000 1000.00| 7600.00000 7600.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1170 670004-202 872.000 LF | 22.50000 19620.00| 24.00000 20928.00| 22.50000 19620.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1175 670007-020 5362.000 LF | 15.39000 82521.18| 16.00000 85792.00| 15.40000 82574.80 6 INCH PLASTIC PIPE, CLASS 200 | | | 1180 670007-022 1344.000 LF | 18.33000 24635.52| 19.00000 25536.00| 18.30000 24595.20 8 INCH PLASTIC PIPE, CLASS 200 | | | 1185 670009-200 11.000 EA | 521.00000 5731.00| 550.00000 6050.00| 520.00000 5720.00 6 INCH GATE VALVE AND VALVE BOX | | | 1190 670009-220 2.000 EA | 729.00000 1458.00| 770.00000 1540.00| 730.00000 1460.00 8 INCH GATE VALVE AND VALVE BOX | | | 1195 670010-260 1469.000 LF | 71.50000 105033.50| 76.00000 111644.00| 71.50000 105033.50 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.250" | | | 1200 670013-200 2.000 EA | 1865.00000 3730.00| 2000.00000 4000.00| 1860.00000 3720.00 6 INCH FIRE HYDRANT | | | 1205 670016-001 1.000 EA | 300.00000 300.00| 320.00000 320.00| 300.00000 300.00 RELOCATE METER | | | 1210 670018-001 1.000 EA | 300.00000 300.00| 320.00000 320.00| 300.00000 300.00 RELOCATE METER BOX | | | SECTION TOTALS | $ 244,329.20| $ 263,730.00| $ 253,323.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 SEWERLINE RELOCATION | | | 1215 605001-001 1.000 EA | 1200.00000 1200.00| 1300.00000 1300.00| 1200.00000 1200.00 TYPE A MANHOLE | | | 1220 639001-001 LUMP| 500.00000 500.00| 7600.00000 7600.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1225 675007-022 513.000 LF | 33.00000 16929.00| 35.00000 17955.00| 33.00000 16929.00 8 INCH PLASTIC SEWER PIPE | | | 1230 675018-001 2.000 EA | 300.00000 600.00| 320.00000 640.00| 300.00000 600.00 ADJUSTING MANHOLE | | | 1235 675021-340 50.000 LF | 65.00000 3250.00| 69.00000 3450.00| 65.00000 3250.00 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.281" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,479.00| $ 30,945.00| $ 31,979.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 SIGNAL | | | 1240 660001-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 9500.00000 9500.00 SIGNAL CONTROLLER 01 | | | 1245 660001-001 LUMP| 8500.00000 8500.00| 9000.00000 9000.00| 8500.00000 8500.00 SIGNAL CONTROLLER 02 | | | 1250 660001-001 LUMP| 8500.00000 8500.00| 9000.00000 9000.00| 8500.00000 8500.00 SIGNAL CONTROLLER 03 | | | 1255 660002-005 18.000 EA | 300.00000 5400.00| 320.00000 5760.00| 300.00000 5400.00 TRAFFIC DETECTOR, LPS-C | | | 1260 660003-006 77.000 EA | 225.00000 17325.00| 240.00000 18480.00| 225.00000 17325.00 SIGNAL SECTION, V-12 | | | 1265 660004-040 10.000 EA | 4500.00000 45000.00| 4800.00000 48000.00| 4500.00000 45000.00 SIGNAL SUPPORT, C1 | | | 1270 660004-042 2.000 EA | 5000.00000 10000.00| 5300.00000 10600.00| 5000.00000 10000.00 SIGNAL SUPPORT, C1L | | | 1275 660005-010 16.000 EA | 900.00000 14400.00| 950.00000 15200.00| 900.00000 14400.00 JUNCTION BOX, TYPE H | | | 1280 660006-001 LUMP| 10000.00000 10000.00| 10600.00000 10600.00| 10000.00000 10000.00 SIGNAL INTERCONNECT | | | 1285 660007-001 LUMP| 20000.00000 20000.00| 21100.00000 21100.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL 01 | | | 1290 660007-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 9500.00000 9500.00 MISCELLANEOUS SIGNAL 02 | | | 1295 660007-001 LUMP| 10000.00000 10000.00| 10600.00000 10600.00| 10000.00000 10000.00 MISCELLANEOUS SIGNAL 03 | | | 1300 660016-001 1.000 EA | 5500.00000 5500.00| 5800.00000 5800.00| 5500.00000 5500.00 AREA MASTER CONTROLLER | | | 1305 660017-001 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 10000.00000 10000.00 INTERSECTION PHONE SYSTEM | | | 1310 661013-001 30.000 EA | 25.00000 750.00| 26.00000 780.00| 30.00000 900.00 PLASTIC DELINEATOR POST, | | | 1315 662006-001 2.000 EA | 1000.00000 2000.00| 1100.00000 2200.00| 1000.00000 2000.00 JUNCTION BOX, TYPE A | | | 1320 663012-026 30.000 EA | 25.00000 750.00| 26.00000 780.00| 50.00000 1500.00 RAISED PAVEMENT MARKER, TYPE C-6R | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 178,125.00| $ 189,000.00| $ 188,025.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE #4956 | | | 1325 212001-000 25.000 CY | 311.00000 7775.00| 720.00000 18000.00| 60.00000 1500.00 STRUCTURE EXCAVATION | | | 1330 212005-000 88.000 CY | 54.00000 4752.00| 110.00000 9680.00| 125.00000 11000.00 SELECT MATERIAL FOR BACKFILLING | | | 1335 218004-001 926.000 SY | 12.00000 11112.00| 24.00000 22224.00| 14.00000 12964.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1340 601002-001 317.000 CY | 475.00000 150575.00| 480.00000 152160.00| 400.00000 126800.00 CLASS B CONCRETE | | | 1345 601003-001 714.000 CY | 425.00000 303450.00| 460.00000 328440.00| 430.00000 307020.00 CLASS K CONCRETE | | | 1350 602001-001 30860.000 LB | 0.75000 23145.00| 0.67000 20676.20| 0.82000 25305.20 REINFORCING STEEL BAR | | | 1355 602002-001 136781.000 LB | 0.80000 109424.80| 0.79000 108056.99| 0.84000 114896.04 EPOXY COATED REINFORCING STEEL BAR | | | 1360 603018-045 1963.000 LF | 215.00000 422045.00| 230.00000 451490.00| 243.00000 477009.00 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1365 616004-006 1267.000 LF | 30.00000 38010.00| 28.00000 35476.00| 30.00000 38010.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1370 616005-006 1359.000 LF | 40.00000 54360.00| 38.00000 51642.00| 51.00000 69309.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1375 617003-001 548.000 LF | 50.00000 27400.00| 51.00000 27948.00| 45.00000 24660.00 ALUMINUM RAILING | | | 1380 639001-001 LUMP| 20000.00000 20000.00| 15300.00000 15300.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1385 679002-001 117.000 CY | 860.00000 100620.00| 800.00000 93600.00| 725.00000 84825.00 SPECIALIZED CONCRETE OVERLAY | | | 1390 679006-001 LUMP| 2200.00000 2200.00| 500.00000 500.00| 500.00000 500.00 TEST SLAB | | | SECTION TOTALS | $ 1,274,868.80| $ 1,335,193.19| $ 1,303,798.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 BRIDGE #4957 | | | 1395 212001-000 416.000 CY | 1.00000 416.00| 170.00000 70720.00| 0.01000 4.16 STRUCTURE EXCAVATION | | | 1400 212005-000 145.000 CY | 55.00000 7975.00| 96.00000 13920.00| 115.00000 16675.00 SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1405 218004-001 1058.000 SY | 12.00000 12696.00| 22.00000 23276.00| 13.00000 13754.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1410 601002-001 114.000 CY | 400.00000 45600.00| 440.00000 50160.00| 420.00000 47880.00 CLASS B CONCRETE | | | 1415 601003-001 659.000 CY | 425.00000 280075.00| 490.00000 322910.00| 470.00000 309730.00 CLASS K CONCRETE | | | 1420 602002-001 140319.000 LB | 0.80000 112255.20| 0.79000 110852.01| 0.86000 120674.34 EPOXY COATED REINFORCING STEEL BAR | | | 1425 603018-045 1392.000 LF | 215.00000 299280.00| 220.00000 306240.00| 266.00000 370272.00 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1430 616005-018 1364.000 LF | 50.00000 68200.00| 63.00000 85932.00| 63.00000 85932.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1435 617003-001 391.000 LF | 50.00000 19550.00| 50.00000 19550.00| 46.00000 17986.00 ALUMINUM RAILING | | | 1445 639001-001 LUMP| 15520.00000 15520.00| 15300.00000 15300.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1450 679002-001 91.000 CY | 950.00000 86450.00| 800.00000 72800.00| 1100.00000 100100.00 SPECIALIZED CONCRETE OVERLAY | | | 1455 679006-001 LUMP| 2200.00000 2200.00| 500.00000 500.00| 500.00000 500.00 TEST SLAB | | | 1460 626002-001 PP1 5646.000 SF | | 52.00000 293592.00| 62.00000 350052.00 MSE RETAINING WALL, RETAINED EARTH | | | 1465 626002-002 PP2 5646.000 SF | 46.50000 262539.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1470 626002-003 PP3 5646.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1475 626002-004 PP4 5646.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 1,212,756.20| $ 1,385,752.01| $ 1,443,559.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,041,544.08| $ 12,976,102.28| $ 13,590,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 127000.00000 127000.00| 453045.00000 453045.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3300.00000 3300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 27/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 27/2 | | | 0020 202001-000 1.000 LS | 4200.00000 4200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 28/1 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 27/3 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 27/4 | | | 0035 202001-000 1.000 LS | 375.00000 375.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 29/2 | | | 0040 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 30/3 | | | 0042 202001-000 1.000 LS | 1440.00000 1440.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 29/1 | | | 0045 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 29/3 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 29/4 | | | 0055 202001-000 1.000 LS | 375.00000 375.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 30/2 | | | 0060 202001-000 1.000 LS | 5500.00000 5500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 30/1 | | | 0065 202001-000 1.000 LS | 6200.00000 6200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 32-1/1 | | | 0070 202001-000 1.000 LS | 3800.00000 3800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 32-1/2 | | | 0075 202001-000 1.000 LS | 6700.00000 6700.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 33/1 | | | 0080 202001-000 1.000 LS | 5400.00000 5400.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 34/1 | | | 0085 202001-000 1.000 LS | 880.00000 880.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 34/2 | | | 0090 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/7 | | | 0100 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/8 | | | 0105 202001-000 1.000 LS | 3900.00000 3900.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 40/1 | | | 0115 202001-000 1.000 LS | 7200.00000 7200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/1 | | | 0120 202001-000 1.000 LS | 1870.00000 1870.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/6 | | | 0125 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/4 | | | 0130 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/3 | | | 0135 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 62/2 | | | 0140 202001-000 1.000 LS | 1480.00000 1480.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 35/1 | | | 0145 202001-000 1.000 LS | 3950.00000 3950.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 39/1 | | | 0150 202001-000 1.000 LS | 3400.00000 3400.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 38/2 | | | 0155 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 38/3 | | | 0160 202001-000 1.000 LS | 4200.00000 4200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 38/1 | | | 0165 202001-000 1.000 LS | 1100.00000 1100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 67/1 | | | 0170 202001-000 1.000 LS | 1100.00000 1100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 68/1 | | | 0172 202001-000 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 74/1 | | | 0175 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 27/5 | | | 0180 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 28/2 | | | 0185 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 27/6 | | | 0190 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 29/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 30/4 | | | 0200 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 32-1/3 | | | 0205 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 33/2 | | | 0210 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 34/3 | | | 0215 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 62/9 | | | 0220 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 39/2 | | | 0225 202003-000 LUMP| 850.00000 850.00| 800.00000 800.00| SEPTIC TANK ABANDONMENT NUMBER, 38/4 | | | 0230 204001-000 LUMP| 258000.00000 258000.00| 170000.00000 170000.00| MOBILIZATION | | | 0235 207001-001 599927.000 CY | 4.19000 2513694.13| 3.60000 2159737.20| UNCLASSIFIED EXCAVATION | | | 0240 207002-000 14517.000 CY | 25.00000 362925.00| 21.00000 304857.00| SUBGRADE | | | 0245 207034-000 108813.000 SY | 0.75000 81609.75| 1.00000 108813.00| FABRIC FOR SEPARATION | | | 0250 211002-000 32264.000 CY | 11.50000 371036.00| 0.01000 322.64| ROCK BORROW EXCAVATION | | | 0255 240001-000 852.000 LF | 15.00000 12780.00| 10.50000 8946.00| CLEAN CULVERT | | | 0260 240002-000 5.000 EA | 500.00000 2500.00| 110.00000 550.00| CLEAN INLET | | | 0265 307001-000 8305.000 CY | 32.00000 265760.00| 41.00000 340505.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0267 307001-000 1815.000 CY | 32.00000 58080.00| 42.00000 76230.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0270 311006-001 8626.000 CY | 38.00000 327788.00| 43.00000 370918.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0295 408002-001 7920.000 GA | 0.01000 79.20| 0.01000 79.20| BITUMINOUS MATERIAL | | | 0300 415005-001 833.000 SY | 3.75000 3123.75| 0.01000 8.33| REMOVE EXISTING PAVEMENT SURFACE | | | 0305 501001-006 1065.000 SY | 100.00000 106500.00| 75.00000 79875.00| 6 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 502001-012 338.000 SY | 130.00000 43940.00| 135.00000 45630.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB (BRIDGE 4956) | | | 0312 502001-012 566.000 SY | 140.00000 79240.00| 145.00000 82070.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB (BRIDGE 4957) | | | 0315 601002-001 1115.000 CY | 475.00000 529625.00| 565.00000 629975.00| CLASS B CONCRETE | | | 0320 604050-016 16.000 LF | 50.00000 800.00| 57.00000 912.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0325 604070-123 175.000 LF | 1035.00000 181125.00| 850.00000 148750.00| 10X8 FT PRECAST CONCRETE BOX CULVERT | | | 0330 604070-142 358.000 LF | 1200.00000 429600.00| 1260.00000 451080.00| 12X10 FT PRECAST CONCRETE BOX CULVERT | | | 0335 604070-161 312.000 LF | 1300.00000 405600.00| 1460.00000 455520.00| 12X12 FT PRECAST CONCRETE BOX CULVERT | | | 0340 605004-001 3.000 EA | 2000.00000 6000.00| 1500.00000 4500.00| TYPE B INLET | | | 0345 605008-001 10.000 EA | 2400.00000 24000.00| 2900.00000 29000.00| TYPE F INLET | | | 0350 605009-001 39.000 EA | 2000.00000 78000.00| 1800.00000 70200.00| TYPE G INLET | | | 0355 605012-001 4.000 EA | 2300.00000 9200.00| 950.00000 3800.00| ADJUST INLET TYPE G | | | 0360 606022-001 75.000 CY | 35.00000 2625.00| 34.00000 2550.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0365 606025-004 626.000 LF | 20.00000 12520.00| 12.00000 7512.00| 6 INCH UNDERDRAIN PIPE | | | 0370 606029-001 18827.000 LF | 8.00000 150616.00| 6.30000 118610.10| FREE DRAINING BASE TRENCH | | | 0375 606030-001 1340.000 LF | 10.00000 13400.00| 21.00000 28140.00| OUTLET PIPE | | | 0380 607001-001 5633.000 LF | 9.00000 50697.00| 9.00000 50697.00| TYPE 1 GUARDRAIL, CLASS I | | | 0385 607001-001 7065.000 LF | 7.00000 49455.00| 7.00000 49455.00| TYPE 1 GUARDRAIL, CLASS II | | | 0390 607006-001 8.000 EA | 800.00000 6400.00| 845.00000 6760.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0395 607025-001 4.000 EA | 350.00000 1400.00| 420.00000 1680.00| CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 607030-001 10.000 EA | 450.00000 4500.00| 420.00000 4200.00| SPECIAL TRAILING END TERMINAL | | | 0405 607065-001 19.000 EA | 1200.00000 22800.00| 1370.00000 26030.00| FLARED END TERMINAL | | | 0410 608001-004 7465.000 LF | 14.00000 104510.00| 14.00000 104510.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0415 610001-001 10.000 LF | 50.00000 500.00| 105.00000 1050.00| PLAIN CONCRETE CURBING, TYPE I | | | 0420 610006-005 2580.000 LF | 60.00000 154800.00| 65.00000 167700.00| MEDIAN, TYPE V | | | 0425 633001-001 744.000 SY | 75.00000 55800.00| 80.00000 59520.00| CONCRETE GUTTER | | | 0430 633003-001 601.000 CY | 15.00000 9015.00| 25.00000 15025.00| DUMPED ROCK GUTTER | | | 0435 636004-001 5.000 TN | 300.00000 1500.00| 875.00000 4375.00| CALCIUM CHLORIDE FOR DUST PALLIATIVE | | | 0440 636007-001 20000.000 LF | 0.50000 10000.00| 0.35000 7000.00| ERADICATION OF PAVEMENT MARKING | | | 0445 636008-001 31136.000 LF | 0.15000 4670.40| 0.12000 3736.32| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE PAINT4INCH SOLID LINE, WHITE | | | 0450 636008-001 35118.000 LF | 0.15000 5267.70| 0.12000 4214.16| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE PAINT 4INCH SOLID LINE, | | | YELLOW | | | 0455 636011-001 46161.000 UN | 1.85000 85397.85| 0.75000 34620.75| TRAFFIC CONTROL DEVICE | | | 0460 636012-010 6.000 EA | 250.00000 1500.00| 100.00000 600.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0465 636013-001 200.000 EA | 2.50000 500.00| 1.00000 200.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0470 636014-001 1500.000 HR | 35.00000 52500.00| 53.50000 80250.00| FLAGGER | | | 0475 636014-002 800.000 HR | 35.00000 28000.00| 60.00000 48000.00| TRAFFIC DIRECTOR | | | 0480 636017-001 5800.000 LF | 18.00000 104400.00| 24.00000 139200.00| TEMPORARY CONCRETE BARRIER | | | 0485 636018-001 6900.000 LF | 2.00000 13800.00| 5.60000 38640.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 636021-001 480.000 DA | 12.00000 5760.00| 13.00000 6240.00| ELECTRIC ARROW | | | 0495 636022-001 150.000 DA | 55.00000 8250.00| 79.00000 11850.00| CHANGAEBLE MESSAGE SIGN | | | 0500 636023-001 1.000 LS | 2000.00000 2000.00| 2100.00000 2100.00| TEMPORARY TRAFFIC SIGNAL | | | 0505 636024-001 1585.000 LF | 32.00000 50720.00| 0.01000 15.85| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0510 636025-001 10164.000 DA | 0.35000 3557.40| 0.45000 4573.80| WARNING LIGHTS, TYPE A | | | 0515 636025-001 2408.000 DA | 1.15000 2769.20| 1.10000 2648.80| WARNING LIGHTS, TYPE B | | | 0520 636026-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| TEMPORARY LIGHTING | | | 0522 637001-001 1200.000 MG | 1.00000 1200.00| 33.00000 39600.00| WATER FOR DUST PALLIATIVE | | | 0525 638001-001 2.000 EA | 90.00000 180.00| 260.00000 520.00| PROJECT MARKER | | | 0530 638002-001 80.000 EA | 75.00000 6000.00| 130.00000 10400.00| RIGHT OF WAY MARKER | | | 0535 638003-001 68.000 EA | 100.00000 6800.00| 220.00000 14960.00| SURVEY MARKER | | | 0540 639001-001 LUMP| 168000.00000 168000.00| 175000.00000 175000.00| CONSTRUCTION LAYOUT STAKE | | | 0545 640001-001 18.000 MO | 1200.00000 21600.00| 2200.00000 39600.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0550 640003-001 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| BUILDING EQUIPMENT | | | 0555 642001-001 19880.000 LF | 0.25000 4970.00| 0.50000 9940.00| TEMPORARY BERM | | | 0560 642002-001 630.000 LF | 12.50000 7875.00| 10.50000 6615.00| SLOPE DRAIN | | | 0565 642004-001 1775.000 LB | 0.01000 17.75| 0.01000 17.75| SEED MIXTURE, TEMPORARY | | | 0570 642004-002 17.000 LB | 10.00000 170.00| 6.00000 102.00| SEED MIXTURE, B | | | 0575 642004-003 2156.000 LB | 6.00000 12936.00| 3.60000 7761.60| SEED MIXTURE, D | | | 0580 642005-001 59.000 TN | 450.00000 26550.00| 530.00000 31270.00| MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0585 642005-002 3.000 TN | 1200.00000 3600.00| 1425.00000 4275.00| MULCH, WOOD CELLULOSE FIBER | | | 0590 642006-001 16.000 TN | 440.00000 7040.00| 530.00000 8480.00| FERTILIZER | | | 0595 642007-001 16836.000 SY | 1.35000 22728.60| 0.55000 9259.80| FIBER MATTING | | | 0600 642008-001 2200.000 LF | 20.00000 44000.00| 0.01000 22.00| TEMPORARY PIPE | | | 0605 642009-001 9575.000 LF | 0.50000 4787.50| 2.20000 21065.00| CONTOUR DITCH | | | 0610 642010-001 50.000 TN | 10.00000 500.00| 10.50000 525.00| AGRICULTURAL LIMESTONE | | | 0615 642011-001 404.000 EA | 6.00000 2424.00| 10.20000 4120.80| HAY OR STRAW BALE | | | 0620 642012-001 28478.000 LF | 2.25000 64075.50| 3.00000 85434.00| SILT FENCE | | | 0625 642031-001 108.000 EA | 75.00000 8100.00| 130.00000 14040.00| DITCH CHECK | | | 0630 642033-001 640.000 CY | 15.00000 9600.00| 5.00000 3200.00| SEDIMENT TRAP | | | 0632 642034-001 515.000 CY | 15.00000 7725.00| 9.00000 4635.00| SEDIMENT DAM | | | 0635 642036-001 684.000 CY | 10.00000 6840.00| 5.00000 3420.00| SEDIMENT REMOVAL | | | 0637 642037-001 510.000 CY | 15.00000 7650.00| 9.00000 4590.00| SEDIMENT POND | | | 0638 642050-001 11.000 EA | 1000.00000 11000.00| 450.00000 4950.00| DEWATERING DEVICE | | | 0640 652001-001 72.000 TN | 10.00000 720.00| 10.50000 756.00| AGRICULTURAL LIMESTONE | | | 0645 652002-001 23.000 TN | 800.00000 18400.00| 740.00000 17020.00| FERTILIZER, 10-20-10 | | | 0650 652002-002 7.000 TN | 600.00000 4200.00| 740.00000 5180.00| FERTILIZER, UREA FORMALDEHYDE | | | 0655 652003-001 1184.000 LB | 0.10000 118.40| 0.80000 947.20| SEED MIXTURES, B, C-1, OR C-2 | | | 0660 652003-002 2547.000 LB | 3.49000 8889.03| 6.50000 16555.50| SEED MIXTURE, D | | | 0665 652004-001 87.000 TN | 400.00000 34800.00| 370.00000 32190.00| STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 652004-002 2.000 TN | 1066.00000 2132.00| 1050.00000 2100.00| WOOD CELLULOSE FIBER MULCH | | | 0675 655002-001 485.000 SY | 4.05000 1964.25| 4.75000 2303.75| PERMANENT EROSION MATTING, TYPE B | | | 0680 664001-008 2.000 EA | 3650.00000 7300.00| 4750.00000 9500.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0685 664001-009 1.000 EA | 750.00000 750.00| 1580.00000 1580.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0690 664001-016 3.000 EA | 26000.00000 78000.00| 24400.00000 73200.00| IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0716 681001-001 LUMP| 22000.00000 22000.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 62/1 | | | 0717 681001-001 LUMP| 2400.00000 2400.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 62/6 | | | 0723 681001-001 LUMP| 600.00000 600.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 38/2 | | | 0725 681001-001 LUMP| 1120.00000 1120.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 38/1 | | | 0730 681001-001 LUMP| 1.00000 1.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 29/2 | | | 0736 681001-001 LUMP| 300.00000 300.00| 1800.00000 1800.00| ASBESTOS ABATEMENT, NUMBER 74/1 | | | 0740 401001-011 BB1 44083.000 TN | 28.00000 1234324.00| 30.50000 1344531.50| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0745 401001-012 BB2 40068.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0750 401001-011 CC1 14396.000 TN | 31.00000 446276.00| 37.00000 532652.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0755 401001-012 CC2 13038.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0760 402001-011 DD1 7480.000 TN | 38.00000 284240.00| 46.00000 344080.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0765 402001-012 DD2 6813.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 604011-006 EE1 50.000 LF | | | 21X15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0775 604077-006 EE2 50.000 LF | 29.00000 1450.00| 46.50000 2325.00| 21X15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0780 604002-016 FF1 2322.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0785 604076-016 FF2 2322.000 LF | 29.00000 67338.00| 45.50000 105651.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0790 604002-020 GG1 1332.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0795 604076-020 GG2 1332.000 LF | 34.00000 45288.00| 53.00000 70596.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0800 604002-022 HH1 632.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0805 604076-022 HH2 632.000 LF | 42.00000 26544.00| 65.00000 41080.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0810 604002-024 II1 1169.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0815 604076-024 II2 1169.000 LF | 53.00000 61957.00| 75.00000 87675.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0820 604002-026 JJ1 222.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0825 604076-026 JJ2 222.000 LF | 73.00000 16206.00| 80.00000 17760.00| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0830 604002-028 KK1 201.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0835 604076-028 KK2 201.000 LF | 62.00000 12462.00| 85.00000 17085.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 604002-028 LL1 252.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B7 | | | 0845 604076-028 LL2 252.000 LF | 71.00000 17892.00| 90.00000 22680.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0850 604002-030 MM1 322.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0855 604076-030 MM2 322.000 LF | 99.00000 31878.00| 110.00000 35420.00| 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0860 604002-030 NN1 213.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B7 | | | 0865 604076-030 NN2 213.000 LF | 105.00000 22365.00| 120.00000 25560.00| 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | SECTION TOTALS | $ 10,297,153.41| $ 10,370,792.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAINING | | | 0870 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING | | | 0875 657006-001 449.000 LF | 17.00000 7633.00| 12.50000 5612.50| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0880 657006-005 282.000 LF | 19.00000 5358.00| 15.30000 4314.60| W6X12, A-441 SUPPORT, GALVANIZED | | | 0885 657008-001 1101.000 LF | 4.50000 4954.50| 5.30000 5835.30| 2.00 LB CHANNEL POST | | | 0890 657010-001 725.000 LF | 5.40000 3915.00| 6.00000 4350.00| 3.00 LB CHANNEL POST | | | 0895 657012-001 16.000 LF | 7.00000 112.00| 9.50000 152.00| 4.00 LB BACK TO BACK CHANNEL POST | | | 0900 657014-001 48.000 LF | 8.00000 384.00| 10.50000 504.00| 6.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0905 657017-001 17.000 CY | 750.00000 12750.00| 740.00000 12580.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0910 658001-001 61.000 CY | 600.00000 36600.00| 580.00000 35380.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0915 658002-001 1.000 EA | 2400.00000 2400.00| 26350.00000 26350.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 01 | | | 0920 658002-001 1.000 EA | 26000.00000 26000.00| 29000.00000 29000.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 02 | | | 0925 658002-001 1.000 EA | 23000.00000 23000.00| 26000.00000 26000.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 04 | | | 0930 658003-001 1.000 EA | 14000.00000 14000.00| 14200.00000 14200.00| OVERHEAD SIGN, GALVANIZED STEEL 03 | | | 0935 658003-001 1.000 EA | 13000.00000 13000.00| 13200.00000 13200.00| OVERHEAD SIGN, GALVANIZED STEEL 05 | | | 0940 658003-001 1.000 EA | 14000.00000 14000.00| 14200.00000 14200.00| OVERHEAD SIGN, GALVANIZED STEEL 59 | | | 0945 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| SIGN LIGHTING, TYPE 3 01 | | | 0950 659001-001 LUMP| 9000.00000 9000.00| 9500.00000 9500.00| SIGN LIGHTING, TYPE 3 02 | | | 0955 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| SIGN LIGHTING, TYPE 3 03 | | | 0960 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| SIGN LIGHTING, TYPE 3 04 | | | 0965 659001-001 LUMP| 4000.00000 4000.00| 4200.00000 4200.00| SIGN LIGHTING, TYPE 3 05 | | | 0970 659001-001 LUMP| 4000.00000 4000.00| 4200.00000 4200.00| SIGN LIGHTING, TYPE 3 59 | | | 0975 661001-001 1109.000 SF | 14.00000 15526.00| 16.30000 18076.70| 0.080 IN FLAT SHEET SIGN | | | 0980 661002-001 1796.000 SF | 16.00000 28736.00| 16.30000 29274.80| EXTRUDED PANEL SIGN | | | 0985 661004-001 161.000 EA | 3.50000 563.50| 5.30000 853.30| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0990 661008-001 6.000 EA | 50.00000 300.00| 80.00000 480.00| DELINEATOR BRACKET, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0995 661013-001 143.000 EA | 29.00000 4147.00| 34.00000 4862.00| PLASTIC DELINEATOR POST, | | | 1000 661020-001 27.000 EA | 7.00000 189.00| 6.30000 170.10| DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 245,568.00| $ 279,195.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 LIGHTING | | | 1005 662002-001 LUMP| 10500.00000 10500.00| 11000.00000 11000.00| GALVANIZED STEEL CONDUIT 01 | | | 1010 662002-001 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| GALVANIZED STEEL CONDUIT 02 | | | 1015 662002-001 LUMP| 20000.00000 20000.00| 21000.00000 21000.00| GALVANIZED STEEL CONDUIT 03 | | | 1020 662006-001 2.000 EA | 900.00000 1800.00| 950.00000 1900.00| JUNCTION BOX, TYPE H, 10"X10" | | | 1025 662006-001 15.000 EA | 1000.00000 15000.00| 1050.00000 15750.00| JUNCTION BOX, TYPE H, 18"X18" | | | 1030 662006-001 4.000 EA | 1000.00000 4000.00| 1050.00000 4200.00| JUNCTION BOX, TYPE TYPE A, PARAPET | | | MOUNTED | | | 1035 662007-001 18.000 EA | 500.00000 9000.00| 530.00000 9540.00| LUMINAIRE, 250 WATT | | | 1040 662008-001 1.000 LS | 7500.00000 7500.00| 7900.00000 7900.00| CABLE, 01 | | | 1045 662008-001 1.000 LS | 9500.00000 9500.00| 10000.00000 10000.00| CABLE, 02 | | | 1050 662008-001 1.000 LS | 13130.00000 13130.00| 13850.00000 13850.00| CABLE, 03 | | | 1055 662010-001 3.000 EA | 2500.00000 7500.00| 2650.00000 7950.00| LIGHTING SUPPORT, TYPE I, (40-10) | | | 1060 662010-001 5.000 EA | 2700.00000 13500.00| 2850.00000 14250.00| LIGHTING SUPPORT, TYPE I, (40-12) | | | 1065 662010-001 5.000 EA | 4500.00000 22500.00| 4750.00000 23750.00| LIGHTING SUPPORT, TYPE I, (40-22) | | | 1070 662010-001 3.000 EA | 5000.00000 15000.00| 5300.00000 15900.00| LIGHTING SUPPORT, TYPE I, (40-25) | | | 1075 662013-001 LUMP| 6500.00000 6500.00| 6850.00000 6850.00| SERVICE AND CONTROL STATION, 01 | | | 1080 662013-001 LUMP| 6500.00000 6500.00| 6850.00000 6850.00| SERVICE AND CONTROL STATION, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1085 662013-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| SERVICE AND CONTROL STATION, 03 | | | 1090 662014-001 LUMP| 5500.00000 5500.00| 5800.00000 5800.00| INCIDENTAL ELECTRICAL WORK | | | 1095 662015-001 1.000 LS | 1000.00000 1000.00| 1050.00000 1050.00| ELECTRICAL TEST, 01 | | | 1100 662015-001 1.000 LS | 1000.00000 1000.00| 1050.00000 1050.00| ELECTRICAL TEST, 02 | | | 1105 662015-001 1.000 LS | 1000.00000 1000.00| 1050.00000 1050.00| ELECTRICAL TEST, 03 | | | SECTION TOTALS | $ 192,930.00| $ 203,540.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 PAVEMENT MARKINGS | | | 1110 663001-004 20570.000 LF | 0.12000 2468.40| 0.15000 3085.50| EDGE LINE, TYPE II WHITE | | | 1115 663001-004 5666.000 LF | 0.12000 679.92| 0.15000 849.90| EDGE LINE, TYPE II YELLOW | | | 1120 663002-005 1026.000 LF | 0.25000 256.50| 0.15000 153.90| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1125 663003-005 14156.000 LF | 0.12000 1698.72| 0.15000 2123.40| BARRIER LINE, TYPE II | | | 1130 663004-004 1810.000 LF | 0.25000 452.50| 0.15000 271.50| CHANNELIZING LINE, TYPE II | | | 1135 663005-010 250.000 LF | 11.25000 2812.50| 11.50000 2875.00| STOP LINE, TYPE V (24") | | | 1140 663007-010 696.000 LF | 5.75000 4002.00| 5.70000 3967.20| STRIPE, TYPE V ,YELLOW (12") | | | 1145 663010-010 18.000 EA | 148.00000 2664.00| 160.00000 2880.00| LANE ARROW, TYPE V | | | 1150 663011-010 36.000 EA | 48.00000 1728.00| 50.00000 1800.00| LANE LETTER, TYPE V | | | 1155 663012-208 21.000 EA | 50.00000 1050.00| 33.00000 693.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 17,812.54| $ 18,699.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 1160 640004-001 LUMP| 4500.00000 4500.00| 6850.00000 6850.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,500.00| $ 6,850.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WATERLINE RELOCATION | | | 1165 639001-001 LUMP| 5000.00000 5000.00| 10500.00000 10500.00| CONSTRUCTION LAYOUT STAKE | | | 1170 670004-202 872.000 LF | 22.50000 19620.00| 24.00000 20928.00| 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1175 670007-020 5362.000 LF | 15.39000 82521.18| 16.25000 87132.50| 6 INCH PLASTIC PIPE, CLASS 200 | | | 1180 670007-022 1344.000 LF | 18.33000 24635.52| 19.50000 26208.00| 8 INCH PLASTIC PIPE, CLASS 200 | | | 1185 670009-200 11.000 EA | 521.00000 5731.00| 550.00000 6050.00| 6 INCH GATE VALVE AND VALVE BOX | | | 1190 670009-220 2.000 EA | 729.00000 1458.00| 770.00000 1540.00| 8 INCH GATE VALVE AND VALVE BOX | | | 1195 670010-260 1469.000 LF | 71.50000 105033.50| 75.40000 110762.60| 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.250" | | | 1200 670013-200 2.000 EA | 1865.00000 3730.00| 1965.00000 3930.00| 6 INCH FIRE HYDRANT | | | 1205 670016-001 1.000 EA | 300.00000 300.00| 315.00000 315.00| RELOCATE METER | | | 1210 670018-001 1.000 EA | 300.00000 300.00| 315.00000 315.00| RELOCATE METER BOX | | | SECTION TOTALS | $ 248,329.20| $ 267,681.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 SEWERLINE RELOCATION | | | 1215 605001-001 1.000 EA | 1200.00000 1200.00| 1250.00000 1250.00| TYPE A MANHOLE | | | 1220 639001-001 LUMP| 2000.00000 2000.00| 5300.00000 5300.00| CONSTRUCTION LAYOUT STAKE | | | 1225 675007-022 513.000 LF | 33.00000 16929.00| 35.00000 17955.00| 8 INCH PLASTIC SEWER PIPE | | | 1230 675018-001 2.000 EA | 300.00000 600.00| 315.00000 630.00| ADJUSTING MANHOLE | | | 1235 675021-340 50.000 LF | 65.00000 3250.00| 68.50000 3425.00| 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.281" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 23,979.00| $ 28,560.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 SIGNAL | | | 1240 660001-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| SIGNAL CONTROLLER 01 | | | 1245 660001-001 LUMP| 8500.00000 8500.00| 8950.00000 8950.00| SIGNAL CONTROLLER 02 | | | 1250 660001-001 LUMP| 8500.00000 8500.00| 8950.00000 8950.00| SIGNAL CONTROLLER 03 | | | 1255 660002-005 18.000 EA | 300.00000 5400.00| 315.00000 5670.00| TRAFFIC DETECTOR, LPS-C | | | 1260 660003-006 77.000 EA | 225.00000 17325.00| 240.00000 18480.00| SIGNAL SECTION, V-12 | | | 1265 660004-040 10.000 EA | 4500.00000 45000.00| 4750.00000 47500.00| SIGNAL SUPPORT, C1 | | | 1270 660004-042 2.000 EA | 5000.00000 10000.00| 5270.00000 10540.00| SIGNAL SUPPORT, C1L | | | 1275 660005-010 16.000 EA | 900.00000 14400.00| 950.00000 15200.00| JUNCTION BOX, TYPE H | | | 1280 660006-001 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| SIGNAL INTERCONNECT | | | 1285 660007-001 LUMP| 20000.00000 20000.00| 21000.00000 21000.00| MISCELLANEOUS SIGNAL 01 | | | 1290 660007-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| MISCELLANEOUS SIGNAL 02 | | | 1295 660007-001 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| MISCELLANEOUS SIGNAL 03 | | | 1300 660016-001 1.000 EA | 5500.00000 5500.00| 5800.00000 5800.00| AREA MASTER CONTROLLER | | | 1305 660017-001 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| INTERSECTION PHONE SYSTEM | | | 1310 661013-001 30.000 EA | 25.00000 750.00| 29.50000 885.00| PLASTIC DELINEATOR POST, | | | 1315 662006-001 2.000 EA | 1000.00000 2000.00| 1050.00000 2100.00| JUNCTION BOX, TYPE A | | | 1320 663012-026 30.000 EA | 35.00000 1050.00| 34.00000 1020.00| RAISED PAVEMENT MARKER, TYPE C-6R | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 178,425.00| $ 188,145.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE #4956 | | | 1325 212001-000 25.000 CY | 50.00000 1250.00| 53.00000 1325.00| STRUCTURE EXCAVATION | | | 1330 212005-000 88.000 CY | 70.00000 6160.00| 74.00000 6512.00| SELECT MATERIAL FOR BACKFILLING | | | 1335 218004-001 926.000 SY | 20.00000 18520.00| 26.40000 24446.40| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1340 601002-001 317.000 CY | 530.00000 168010.00| 555.00000 175935.00| CLASS B CONCRETE | | | 1345 601003-001 714.000 CY | 450.00000 321300.00| 475.00000 339150.00| CLASS K CONCRETE | | | 1350 602001-001 30860.000 LB | 0.65000 20059.00| 0.70000 21602.00| REINFORCING STEEL BAR | | | 1355 602002-001 136781.000 LB | 0.70000 95746.70| 0.75000 102585.75| EPOXY COATED REINFORCING STEEL BAR | | | 1360 603018-045 1963.000 LF | 180.00000 353340.00| 200.00000 392600.00| 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1365 616004-006 1267.000 LF | 35.00000 44345.00| 34.00000 43078.00| HP12X53 STEEL BEARING PILE, DRIVEN | | | 1370 616005-006 1359.000 LF | 45.00000 61155.00| 44.00000 59796.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1375 617003-001 548.000 LF | 50.00000 27400.00| 53.00000 29044.00| ALUMINUM RAILING | | | 1380 639001-001 LUMP| 25000.00000 25000.00| 26300.00000 26300.00| CONSTRUCTION LAYOUT STAKE | | | 1385 679002-001 117.000 CY | 700.00000 81900.00| 740.00000 86580.00| SPECIALIZED CONCRETE OVERLAY | | | 1390 679006-001 LUMP| 2000.00000 2000.00| 2110.00000 2110.00| TEST SLAB | | | SECTION TOTALS | $ 1,226,185.70| $ 1,311,064.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 BRIDGE #4957 | | | 1395 212001-000 416.000 CY | 50.00000 20800.00| 1.00000 416.00| STRUCTURE EXCAVATION | | | 1400 212005-000 145.000 CY | 70.00000 10150.00| 74.00000 10730.00| SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/16/02 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0000511R1 COUNTIES : WOOD LETTING DATE : 10/08/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0535003 | |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1405 218004-001 1058.000 SY | 20.00000 21160.00| 26.30000 27825.40| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1410 601002-001 114.000 CY | 530.00000 60420.00| 555.00000 63270.00| CLASS B CONCRETE | | | 1415 601003-001 659.000 CY | 480.00000 316320.00| 506.00000 333454.00| CLASS K CONCRETE | | | 1420 602002-001 140319.000 LB | 0.70000 98223.30| 0.75000 105239.25| EPOXY COATED REINFORCING STEEL BAR | | | 1425 603018-045 1392.000 LF | 190.00000 264480.00| 210.00000 292320.00| 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1430 616005-018 1364.000 LF | 50.00000 68200.00| 53.00000 72292.00| HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1435 617003-001 391.000 LF | 50.00000 19550.00| 53.00000 20723.00| ALUMINUM RAILING | | | 1445 639001-001 LUMP| 25000.00000 25000.00| 26360.00000 26360.00| CONSTRUCTION LAYOUT STAKE | | | 1450 679002-001 91.000 CY | 750.00000 68250.00| 790.00000 71890.00| SPECIALIZED CONCRETE OVERLAY | | | 1455 679006-001 LUMP| 2000.00000 2000.00| 2110.00000 2110.00| TEST SLAB | | | 1460 626002-001 PP1 5646.000 SF | | 71.75000 405100.50| MSE RETAINING WALL, RETAINED EARTH | | | 1465 626002-002 PP2 5646.000 SF | 51.25000 289357.50| | MSE RETAINING WALL, REINFORCED EARTH | | | 1470 626002-003 PP3 5646.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1475 626002-004 PP4 5646.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 1,263,910.80| $ 1,431,730.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,699,593.65| $ 14,107,057.15| ====================================================================================================================================