1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0215442 COUNTIES : HARRISON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WOLF SUMMIT TO WV 98 ROAD PROJECT(S) : S317-0050/00-007.16 00 00NH 0050 209 E00 LOCATION: BEGIN: 0.61 MI W CR 31 END: 0.31 MI E WV 98 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 982,457.00 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 997,868.98 101.5687% 3 55-0583614 CARL KELLY PAVING, INC. $ 1,026,499.84 104.4829% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0215442 COUNTIES : HARRISON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 |(3) 55-0583614 |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY |CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 17698.60000 17698.60| 25000.00000 25000.00| 4169.42000 4169.42 MOBILIZATION | | | 0010 307005-001 AA1 1265.000 TN | 12.00000 15180.00| 17.95000 22706.75| 18.61000 23541.65 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0015 307005-002 AA2 1140.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0020 401007-001 BB1 3825.000 TN | 34.00000 130050.00| 39.05000 149366.25| 36.10000 138082.50 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0025 401007-002 BB2 3445.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0030 402001-001 CC1 11655.000 TN | 36.00000 419580.00| 39.35000 458624.25| 38.22000 445454.10 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0035 402001-002 CC2 10490.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0040 408002-001 6370.000 GA | 0.50000 3185.00| 0.01000 63.70| 0.95000 6051.50 BITUMINOUS MATERIAL | | | 0045 415005-001 480.000 SY | 22.00000 10560.00| 12.30000 5904.00| 25.56000 12268.80 REMOVE EXISTING PAVEMENT SURFACE | | | 0050 607001-001 28962.500 LF | 7.64000 221273.50| 7.90000 228803.75| 8.09000 234306.63 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607010-001 27362.500 LF | 0.80000 21890.00| 0.85000 23258.13| 0.85000 23258.13 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607023-001 12.000 EA | 550.00000 6600.00| 721.00000 8652.00| 582.40000 6988.80 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0065 607023-001 2.000 EA | 700.00000 1400.00| 566.50000 1133.00| 741.23000 1482.46 MODIFIED CUT SLOPE TERMINAL, TYPE B | | | 0070 607030-001 19.000 EA | 375.00000 7125.00| 386.25000 7338.75| 397.09000 7544.71 SPECIAL TRAILING END TERMINAL | | | 0075 607065-001 4.000 EA | 1050.00000 4200.00| 1081.50000 4326.00| 1111.85000 4447.40 FLARED END TERMINAL | | | 0080 636008-001 109560.000 LF | 0.10000 10956.00| 0.10000 10956.00| 0.11000 12051.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0085 636011-001 71830.000 UN | 0.85000 61055.50| 0.01000 718.30| 0.90000 64647.00 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0215442 COUNTIES : HARRISON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 |(3) 55-0583614 |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY |CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636012-010 4.000 EA | 200.00000 800.00| 210.00000 840.00| 1.06000 4.24 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0095 636013-001 520.000 EA | 2.00000 1040.00| 1.05000 546.00| 0.01000 5.20 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 35.00000 10500.00| 40.00000 12000.00| 0.01000 3.00 FLAGGER | | | 0105 636021-001 80.000 DA | 10.00000 800.00| 0.01000 0.80| 10.59000 847.20 ELECTRIC ARROW | | | 0110 636022-001 80.000 DA | 42.00000 3360.00| 0.01000 0.80| 44.47000 3557.60 CHANGAEBLE MESSAGE SIGN | | | 0115 636025-001 1240.000 DA | 0.95000 1178.00| 1.05000 1302.00| 1.01000 1252.40 WARNING LIGHTS, TYPE B | | | 0120 663001-004 48530.000 LF | 0.09000 4367.70| 0.10000 4853.00| 0.10000 4853.00 EDGE LINE, TYPE II WHITE | | | 0125 663001-004 45680.000 LF | 0.09000 4111.20| 0.10000 4568.00| 0.10000 4568.00 EDGE LINE, TYPE II YELLOW | | | 0130 663002-005 13750.000 LF | 0.09000 1237.50| 0.10000 1375.00| 0.10000 1375.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0135 663004-004 1600.000 LF | 0.19000 304.00| 0.30000 480.00| 0.20000 320.00 CHANNELIZING LINE, TYPE II | | | 0140 663005-010 400.000 LF | 11.00000 4400.00| 11.05000 4420.00| 11.65000 4660.00 STOP LINE, TYPE V | | | 0145 663010-010 30.000 EA | 143.50000 4305.00| 152.25000 4567.50| 151.95000 4558.50 LANE ARROW, TYPE V | | | 0150 663011-010 64.000 EA | 45.00000 2880.00| 47.25000 3024.00| 47.65000 3049.60 LANE LETTER, TYPE V | | | 0155 663012-208 690.000 EA | 18.00000 12420.00| 18.90000 13041.00| 19.06000 13151.40 RAISED PAVEMENT MARKER, TYPE P-2 LOW | | | PROFILE | | | SECTION TOTALS | $ 982,457.00| $ 997,868.98| $ 1,026,499.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 982,457.00| $ 997,868.98| $ 1,026,499.84 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0210844 COUNTIES : MCDOWELL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : THREE FORKS MOUNTAIN PROJECT(S) : S324-0635/00-000.00 00 0STP 0635 002 E00 LOCATION: VIRGINIA STATE LINE - JCT. WV 83 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 326,384.91 100.0000% 2 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 357,074.50 109.4028% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0210844 COUNTIES : MCDOWELL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 | |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 3R, RESURFACE (1"), STABILIZE SHOULDERS | | | 0005 204001-000 LUMP| 19585.00000 19585.00| 6800.00000 6800.00| MOBILIZATION | | | 0010 204003-000 1.000 EA | 1500.00000 1500.00| 250.00000 250.00| MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 1500.00000 1500.00| 250.00000 250.00| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0016 211008-000 225.000 TN | 30.25000 6806.25| 35.00000 7875.00| ROCK BORROW EXCAVATION | | | 0020 229001-000 3.710 MI | 5150.00000 19106.50| 7200.00000 26712.00| SHOULDER AND DITCH | | | 0025 408002-001 1500.000 GA | 0.95000 1425.00| 1.00000 1500.00| BITUMINOUS MATERIAL | | | 0030 607001-001 75.000 LF | 29.00000 2175.00| 30.00000 2250.00| TYPE 1 GUARDRAIL, CLASS I | | | 0035 607009-001 62.500 LF | 15.55000 971.88| 15.00000 937.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 175.000 LF | 1.00000 175.00| 6.00000 1050.00| GUARDRAIL REMOVAL | | | 0045 607035-001 10.000 EA | 186.00000 1860.00| 210.00000 2100.00| GUARDRAIL ELEMENT | | | 0060 636006-001 12.000 DA | 500.00000 6000.00| 400.00000 4800.00| PILOT TRUCK AND DRIVER | | | 0065 636011-001 4120.000 UN | 0.01000 41.20| 1.00000 4120.00| TRAFFIC CONTROL DEVICE | | | 0070 636014-001 408.000 HR | 0.01000 4.08| 41.00000 16728.00| FLAGGER | | | 0075 642004-002 200.000 LB | 4.00000 800.00| 4.00000 800.00| SEED MIXTURE, B | | | 0080 642005-002 1.500 TN | 850.00000 1275.00| 900.00000 1350.00| MULCH, WOOD CELLULOSE FIBER | | | 0085 642006-001 2.000 TN | 255.00000 510.00| 300.00000 600.00| FERTILIZER | | | 0090 642031-001 30.000 EA | 45.00000 1350.00| 25.00000 750.00| DITCH CHECK | | | 0095 663001-005 15.000 MI | 350.00000 5250.00| 450.00000 6750.00| EDGE LINE, TYPE II WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0210844 COUNTIES : MCDOWELL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 | |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663003-005 77500.000 LF | 0.06000 4650.00| 0.12000 9300.00| BARRIER LINE, TYPE II YELLOW | | | 0105 307005-001 AA1 1800.000 TN | 19.50000 35100.00| 26.08000 46944.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 1638.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401007-001 BB1 1400.000 TN | 51.50000 72100.00| 51.24000 71736.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0120 401007-002 BB2 1274.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 401002-001 CC1 2800.000 TN | 51.50000 144200.00| 51.24000 143472.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0130 401002-002 CC2 2548.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 326,384.91| $ 357,074.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,384.91| $ 357,074.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0212840 COUNTIES : MARSHALL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MCKEFREY - MOUNDSVILLE RD. PROJECT(S) : S326-0002/00-015.56 00 00NH 0002 387 E00 LOCATION: BEGIN: JCT WV 2 ALT. END: 0.65 MI S CR 17 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 612,524.62 100.0000% 2 55-0601828 KLUG BROS., INC. $ 621,222.44 101.4199% 3 55-0583614 CARL KELLY PAVING, INC. $ 623,354.41 101.7680% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0212840 COUNTIES : MARSHALL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 55-0601828 |(3) 55-0583614 |LASH EXCAVATING & PAVING |KLUG BROS., INC. |CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL | | | 0005 204001-000 LUMP| 2150.00000 2150.00| 7500.00000 7500.00| 7926.48000 7926.48 MOBILIZATION PROJECT | | | 0010 204003-000 1.000 EA | 105.50000 105.50| 156.00000 156.00| 105.69000 105.69 MOBILIZATION, PER PERM. | | | 0015 204003-000 1.000 EA | 105.50000 105.50| 156.00000 156.00| 105.69000 105.69 MOBILIZATION, PER 3-DAY TEMP | | | 0020 211008-000 50.000 TN | 31.25000 1562.50| 31.50000 1575.00| 31.71000 1585.50 ROCK BORROW EXCAVATION | | | 0025 229001-000 2.660 MI | 10205.00000 27145.30| 11970.00000 31840.20| 12048.26000 32048.37 SHOULDER AND DITCH | | | 0030 240001-000 260.000 LF | 10.65000 2769.00| 13.61000 3538.60| 17.97000 4672.20 CLEAN CULVERT 18" | | | 0035 240001-000 432.000 LF | 10.65000 4600.80| 13.61000 5879.52| 10.78000 4656.96 CLEAN CULVERT 24" | | | 0040 240002-000 35.000 EA | 320.00000 11200.00| 157.50000 5512.50| 274.78000 9617.30 CLEAN INLET | | | 0045 240006-000 338.000 LF | 14.30000 4833.40| 8.03000 2714.14| 8.09000 2734.42 CLEAN INLET AND OUTLET DITCH | | | 0050 408002-001 3346.000 GA | 1.05000 3513.30| 1.48000 4952.08| 1.36000 4550.56 BITUMINOUS MATERIAL | | | 0055 415005-001 2245.000 SY | 2.41000 5410.45| 3.75000 8418.75| 4.58000 10282.10 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601006-001 6.000 CY | 268.00000 1608.00| 210.00000 1260.00| 211.37000 1268.22 CLASS D CONCRETE | | | 0065 604001-020 80.000 LF | 69.00000 5520.00| 52.50000 4200.00| 52.84000 4227.20 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0070 605015-001 3.000 EA | 619.75000 1859.25| 735.00000 2205.00| 739.81000 2219.43 ADJUST MANHOLE TYPE A | | | 0075 605020-001 2.000 EA | 417.00000 834.00| 315.00000 630.00| 317.06000 634.12 INSTALL INLET GRATE, TYPE G | | | 0080 607001-001 12393.750 LF | 7.74000 95927.63| 7.78000 96423.38| 7.98000 98902.13 TYPE 1 GUARDRAIL, CLASS 1 | | | 0085 607001-001 100.000 LF | 10.05000 1005.00| 9.79000 979.00| 10.04000 1004.00 TYPE 1 GUARDRAIL, CLASS 5 | | | 0090 607006-001 2.000 EA | 854.00000 1708.00| 834.30000 1668.60| 856.06000 1712.12 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607010-020 12362.500 LF | 0.95000 11744.38| 0.93000 11497.13| 0.95000 11744.38 GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0212840 COUNTIES : MARSHALL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 55-0601828 |(3) 55-0583614 |LASH EXCAVATING & PAVING |KLUG BROS., INC. |CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607025-001 1.000 EA | 638.00000 638.00| 602.55000 602.55| 618.27000 618.27 CUT SLOPE TERMINAL, TYPE B MODIFIED | | | 0105 607030-001 3.000 EA | 415.50000 1246.50| 391.40000 1174.20| 401.61000 1204.83 SPECIAL TRAILING END TERMINAL | | | 0110 607037-001 1.000 EA | 40.00000 40.00| 28.84000 28.84| 29.59000 29.59 BUFFER END SECTION | | | 0115 607066-001 2.000 EA | 1550.00000 3100.00| 1508.95000 3017.90| 1548.31000 3096.62 TANGENT END TERMINAL | | | 0120 636011-001 23810.000 UN | 0.86000 20476.60| 1.03000 24524.30| 0.90000 21429.00 TRAFFIC CONTROL DEVICE | | | 0125 636014-001 80.000 HR | 40.15000 3212.00| 39.78000 3182.40| 45.48000 3638.40 FLAGGER | | | 0130 636021-001 40.000 DA | 15.82000 632.80| 17.68000 707.20| 15.85000 634.00 ELECTRIC ARROW | | | 0135 642004-002 1648.000 LB | 3.57000 5883.36| 3.61000 5949.28| 3.70000 6097.60 SEED MIXTURE, B | | | 0140 642005-002 13.010 TN | 670.89000 8728.28| 618.00000 8040.18| 634.12000 8249.90 MULCH, WOOD CELLULOSE FIBER | | | 0145 642006-001 8.680 TN | 519.00000 4504.92| 309.00000 2682.12| 317.06000 2752.08 FERTILIZER | | | 0150 642031-001 142.000 EA | 35.85000 5090.70| 36.75000 5218.50| 36.99000 5252.58 DITCH CHECK | | | 0155 660002-020 LUMP| 22500.00000 22500.00| 22757.28000 22757.28| 23126.31000 23126.31 TRAFFIC DETECTOR, VTDS | | | 0160 661013-001 152.000 EA | 37.15000 5646.80| 36.05000 5479.60| 36.99000 5622.48 PLASTIC DELINEATOR POST, | | | 0165 661020-001 4.000 EA | 12.55000 50.20| 10.30000 41.20| 10.57000 42.28 DELINEATOR, TYPE B-1 | | | 0170 663001-005 5.300 MI | 450.00000 2385.00| 446.16000 2364.65| 453.39000 2402.97 EDGE LINE, TYPE II WHITE, PERM. | | | 0175 663001-005 5.300 MI | 469.55000 2488.62| 456.56000 2419.77| 463.96000 2458.99 EDGE LINE, TYPE II WHITE, TEMP. | | | 0180 663001-005 5.270 MI | 455.00000 2397.85| 446.16000 2351.26| 453.39000 2389.37 EDGE LINE, TYPE II YELLOW, PERM. | | | 0185 663001-005 5.270 MI | 470.00000 2476.90| 456.56000 2406.07| 463.96000 2445.07 EDGE LINE, TYPE II YELLOW, TEMP. | | | 0190 663002-004 1.320 MI | 469.00000 619.08| 446.16000 588.93| 453.39000 598.47 LANE LINE OR CENTERLINE, TYPE II WHITE, | | | PERM. | | | 0195 663002-004 1.320 MI | 481.25000 635.25| 458.64000 605.40| 466.08000 615.23 LANE LINE OR CENTERLINE, TYPE II WHITE, | | | TEMP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0212840 COUNTIES : MARSHALL LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 55-0601828 |(3) 55-0583614 |LASH EXCAVATING & PAVING |KLUG BROS., INC. |CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 663004-004 722.000 LF | 0.56000 404.32| 0.54000 389.88| 0.55000 397.10 CHANNELIZING LINE, TYPE II 8", PERM. | | | 0205 663004-004 722.000 LF | 0.56000 404.32| 0.54000 389.88| 0.55000 397.10 CHANNELIZING LINE, TYPE II 8", TEMP. | | | 0210 663012-208 368.000 EA | 23.19000 8533.92| 22.88000 8419.84| 22.19000 8165.92 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0215 401007-001 AA1 2637.000 TN | | 35.80000 94404.60| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0220 401007-002 AA2 2505.000 TN | 39.47000 98872.35| | 38.54000 96542.70 MARSHALL SCRATCH COURSE, SLAG | | | 0225 401007-003 AA3 2769.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0230 402001-001 BB1 6149.000 TN | | 37.79000 232370.71| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0235 402001-002 BB2 5842.000 TN | 39.02000 227954.84| | 38.54000 225150.68 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0240 402001-003 BB3 6457.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 612,524.62| $ 621,222.44| $ 623,354.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 612,524.62| $ 621,222.44| $ 623,354.41 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0211245 COUNTIES : MONONGALIA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : ARNETTSVILLE ROAD PROJECT(S) : S331-0019/00-000.01 00 0STP 0019 246 E00 LOCATION: BEGIN: MARION COUNTY LINE END: JCT CR 41 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 519,993.12 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 555,865.67 106.8986% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 607,480.00 116.8246% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211245 COUNTIES : MONONGALIA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0481221 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 7958.60000 7958.60| 4487.65000 4487.65| 30882.84000 30882.84 MOBILIZATION | | | 0010 204003-000 1.000 EA | 364.00000 364.00| 1.00000 1.00| 300.00000 300.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 204003-000 1.000 EA | 225.00000 225.00| 1.00000 1.00| 300.00000 300.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 207001-001 938.000 CY | 10.84000 10167.92| 11.50000 10787.00| 32.50000 30485.00 UNCLASSIFIED EXCAVATION | | | 0025 207032-000 4109.000 SY | 0.65000 2670.85| 1.00000 4109.00| 0.70000 2876.30 FABRIC FOR SUBSURFACE DRAINAGE | | | 0030 211008-000 9.000 TN | 100.00000 900.00| 37.60000 338.40| 60.00000 540.00 ROCK BORROW EXCAVATION | | | 0035 218003-000 46.000 CY | 130.00000 5980.00| 238.25000 10959.50| 135.00000 6210.00 GABION | | | 0045 240001-000 25.000 LF | 10.09000 252.25| 10.30000 257.50| 25.00000 625.00 CLEAN CULVERT (15") | | | 0050 240001-000 210.000 LF | 13.62000 2860.20| 13.95000 2929.50| 25.00000 5250.00 CLEAN CULVERT (18") | | | 0055 240002-000 11.000 EA | 100.00000 1100.00| 257.50000 2832.50| 331.00000 3641.00 CLEAN INLET | | | 0060 307005-001 AA1 100.000 TN | 22.00000 2200.00| 22.85000 2285.00| 36.00000 3600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0068 307005-002 AA2 95.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0070 307005-001 BB1 500.000 TN | 23.90000 11950.00| 21.35000 10675.00| 30.00000 15000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0078 307005-002 BB2 475.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0080 307005-001 CC1 2000.000 TN | 5.00000 10000.00| 13.95000 27900.00| 10.00000 20000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0088 307005-002 CC2 1959.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0090 401001-001 DD1 1239.000 TN | 44.76000 55457.64| 41.20000 51046.80| 45.00000 55755.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211245 COUNTIES : MONONGALIA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0481221 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401001-002 DD2 1177.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0100 401001-001 EE1 4450.000 TN | 32.25000 143512.50| 34.45000 153302.50| 33.00000 146850.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0105 401001-002 EE2 4133.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0110 401002-001 FF1 3100.000 TN | 41.37000 128247.00| 36.50000 113150.00| 38.00000 117800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0115 401002-002 FF2 2945.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0120 408002-001 1600.000 GA | 0.01000 16.00| 1.00000 1600.00| 0.50000 800.00 BITUMINOUS MATERIAL | | | 0125 415005-001 770.000 SY | 2.94000 2263.80| 3.80000 2926.00| 5.50000 4235.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0130 604001-016 40.000 LF | 58.00000 2320.00| 41.60000 1664.00| 42.00000 1680.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0135 604010-003 80.000 LF | 54.00000 4320.00| 47.30000 3784.00| 80.00000 6400.00 17X13 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0140 604010-006 40.000 LF | 58.00000 2320.00| 42.15000 1686.00| 80.00000 3200.00 21X15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0145 604037-016 54.000 LF | 90.00000 4860.00| 134.25000 7249.50| 115.00000 6210.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0150 604037-024 6.000 LF | 200.00000 1200.00| 185.65000 1113.90| 350.00000 2100.00 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0155 604050-016 170.000 LF | 65.00000 11050.00| 75.50000 12835.00| 120.00000 20400.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0160 604053-016 8.000 LF | 100.00000 800.00| 82.30000 658.40| 80.00000 640.00 18 INCH RELAID CONDUIT, RCP | | | 0165 604072-116 1.000 EA | 500.00000 500.00| 526.80000 526.80| 660.00000 660.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0170 604072-210 2.000 EA | 500.00000 1000.00| 651.20000 1302.40| 550.00000 1100.00 21X15 INCH CORRUGATED STEEL PIPE ARCH | | | SAFETY SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211245 COUNTIES : MONONGALIA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0481221 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 605009-001 4.000 EA | 1500.00000 6000.00| 2303.05000 9212.20| 1400.00000 5600.00 TYPE G INLET | | | 0177 605014-001 1.000 EA | 1600.00000 1600.00| 2500.00000 2500.00| 2300.00000 2300.00 MODIFIED INLET, TYPE G | | | 0180 607001-001 750.000 LF | 8.83000 6622.50| 9.00000 6750.00| 8.72000 6540.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0185 607001-001 387.500 LF | 7.06000 2735.75| 7.20000 2790.00| 6.97000 2700.88 TYPE 1 GUARDRAIL, CLASS II | | | 0190 607006-001 4.000 EA | 908.46000 3633.84| 746.75000 2987.00| 725.00000 2900.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0195 607009-001 7787.500 LF | 4.00000 31150.00| 3.45000 26866.88| 3.35000 26088.13 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0200 607010-020 887.500 LF | 1.21000 1073.88| 0.95000 843.13| 0.90000 798.75 GUARDRAIL REMOVAL | | | 0205 607025-001 2.000 EA | 302.82000 605.64| 360.50000 721.00| 350.00000 700.00 CUT SLOPE TERMINAL, TYPE A | | | 0210 607035-001 17.000 EA | 50.47000 857.99| 39.15000 665.55| 38.00000 646.00 GUARDRAIL ELEMENT | | | 0215 607048-002 20.000 EA | 75.70000 1514.00| 70.05000 1401.00| 68.00000 1360.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0220 607065-001 15.000 EA | 1044.73000 15670.95| 1091.80000 16377.00| 1060.00000 15900.00 FLARED END TERMINAL | | | 0225 607066-001 1.000 EA | 1514.10000 1514.10| 1400.80000 1400.80| 1360.00000 1360.00 TANGENT END TERMINAL | | | 0227 622003-001 44.000 EA | 60.00000 2640.00| 169.45000 7455.80| 125.00000 5500.00 CANTILEVER MAILBOX SUPPORT | | | 0230 636006-001 21.000 DA | 0.01000 0.21| 500.00000 10500.00| 500.00000 10500.00 PILOT TRUCK AND DRIVER | | | 0235 636011-001 3330.000 UN | 0.01000 33.30| 0.85000 2830.50| 1.05000 3496.50 TRAFFIC CONTROL DEVICE | | | 0240 636014-001 420.000 HR | 41.00000 17220.00| 45.00000 18900.00| 50.00000 21000.00 FLAGGER | | | 0260 663001-005 7.560 MI | 420.00000 3175.20| 441.00000 3333.96| 415.00000 3137.40 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0265 663001-005 7.560 MI | 420.00000 3175.20| 441.00000 3333.96| 415.00000 3137.40 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0270 663002-004 7.560 MI | 415.00000 3137.40| 435.75000 3294.27| 415.00000 3137.40 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211245 COUNTIES : MONONGALIA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0481221 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 663002-004 7.560 MI | 415.00000 3137.40| 435.75000 3294.27| 415.00000 3137.40 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | SECTION TOTALS | $ 519,993.12| $ 555,865.67| $ 607,480.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,993.12| $ 555,865.67| $ 607,480.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BORGMAN TO KINGWOOD ROAD PROJECT(S) : S339-0026/00-012.43 00 0STP 0026 030 E00 LOCATION: BEGIN: JCT 26/73 END: JCT WV 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 396,757.27 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 410,991.50 103.5876% 3 55-0328627 J. F. ALLEN COMPANY $ 422,416.85 106.4673% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 424,701.00 107.0430% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0570769 |(3) 55-0328627 |DODD GENERAL CONTRACTORS COR|WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 7184.00000 7184.00| 4665.00000 4665.00| 1.00000 1.00 MOBILIZATION | | | 0005 204003-000 1.000 EA | 273.50000 273.50| 250.00000 250.00| 1.00000 1.00 MOBILIZATION, PER JOB ORDER (TEMPORARY) | | | 0010 204003-000 1.000 EA | 200.00000 200.00| 200.00000 200.00| 1.00000 1.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0015 207001-001 300.000 CY | 14.00000 4200.00| 18.00000 5400.00| 18.05000 5415.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 1360.000 SY | 0.60000 816.00| 0.50000 680.00| 1.00000 1360.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0030 240001-000 405.000 LF | 7.57000 3065.85| 12.00000 4860.00| 7.75000 3138.75 CLEAN CULVERT (18") | | | 0035 240002-000 8.000 EA | 252.35000 2018.80| 189.00000 1512.00| 257.50000 2060.00 CLEAN INLET | | | 0040 307005-001 AA1 148.000 TN | 28.50000 4218.00| 16.00000 2368.00| 20.25000 2997.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0045 307005-002 AA2 141.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 160.000 TN | 30.50000 4880.00| 9.50000 1520.00| 30.10000 4816.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0055 307005-002 BB2 152.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0060 307005-001 CC1 2000.000 TN | 5.00000 10000.00| 11.50000 23000.00| 15.80000 31600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 CC2 1950.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401001-001 DD1 400.000 TN | 43.50000 17400.00| 68.25000 27300.00| 45.95000 18380.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0075 401001-002 DD2 380.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0080 401001-001 EE1 4250.000 TN | 31.56000 134130.00| 29.95000 127287.50| 36.75000 156187.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0570769 |(3) 55-0328627 |DODD GENERAL CONTRACTORS COR|WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401001-002 EE2 4035.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0090 402001-001 FF1 3000.000 TN | 48.21000 144630.00| 36.60000 109800.00| 40.20000 120600.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0095 402001-002 FF2 2850.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0100 408002-001 1550.000 GA | 0.01000 15.50| 1.00000 1550.00| 0.01000 15.50 BITUMINOUS MATERIAL | | | 0105 605009-001 4.000 EA | 1520.00000 6080.00| 2200.00000 8800.00| 2200.15000 8800.60 TYPE G INLET | | | 0110 607001-001 925.000 LF | 8.68000 8029.00| 8.60000 7955.00| 9.60000 8880.00 TYPE 1 GUARDRAIL, CLASS I | | | 0115 607001-001 362.500 LF | 6.94000 2515.75| 7.20000 2610.00| 7.85000 2845.63 TYPE 1 GUARDRAIL, CLASS II | | | 0120 607009-001 4912.500 LF | 3.40000 16702.50| 3.90000 19158.75| 4.25000 20878.13 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0125 607010-020 662.500 LF | 0.91000 602.88| 1.50000 993.75| 0.95000 629.38 GUARDRAIL REMOVAL | | | 0130 607025-001 4.000 EA | 352.29000 1409.16| 350.00000 1400.00| 360.50000 1442.00 CUT SLOPE TERMINAL, TYPE A | | | 0135 607035-001 13.000 EA | 38.00000 494.00| 75.00000 975.00| 39.15000 508.95 GUARDRAIL ELEMENT | | | 0140 607065-001 9.000 EA | 1070.00000 9630.00| 1025.00000 9225.00| 1091.80000 9826.20 FLARED END TERMINAL | | | 0145 607066-001 4.000 EA | 1383.00000 5532.00| 1480.00000 5920.00| 1411.10000 5644.40 TANGENT END TERMINAL | | | 0150 636006-001 23.000 DA | 0.01000 0.23| 484.00000 11132.00| 0.01000 0.23 PILOT TRUCK AND DRIVER | | | 0155 636011-001 3600.000 UN | 0.01000 36.00| 0.50000 1800.00| 0.85000 3060.00 TRAFFIC CONTROL DEVICE | | | 0160 636014-001 460.000 HR | 0.01000 4.60| 39.00000 17940.00| 0.01000 4.60 FLAGGER | | | 0190 663001-005 7.650 MI | 425.00000 3251.25| 425.00000 3251.25| 446.25000 3413.81 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0195 663001-005 7.650 MI | 425.00000 3251.25| 425.00000 3251.25| 446.25000 3413.81 EDGE LINE, TYPE II WHITE (TEMPORARY) | | | 0200 663002-004 6.950 MI | 410.00000 2849.50| 410.00000 2849.50| 430.50000 2991.98 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0570769 |(3) 55-0328627 |DODD GENERAL CONTRACTORS COR|WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 663002-004 6.950 MI | 410.00000 2849.50| 410.00000 2849.50| 430.50000 2991.98 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (TEMPORARY) | | | 0210 663005-010 18.000 LF | 11.00000 198.00| 11.00000 198.00| 11.55000 207.90 STOP LINE, TYPE V | | | 0215 663010-010 2.000 EA | 145.00000 290.00| 145.00000 290.00| 152.25000 304.50 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 396,757.27| $ 410,991.50| $ 422,416.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,757.27| $ 410,991.50| $ 422,416.85 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 2463.20000 2463.20| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 300.00000 300.00| | MOBILIZATION, PER JOB ORDER (TEMPORARY) | | | 0010 204003-000 1.000 EA | 300.00000 300.00| | MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0015 207001-001 300.000 CY | 42.50000 12750.00| | UNCLASSIFIED EXCAVATION | | | 0020 207032-000 1360.000 SY | 0.75000 1020.00| | FABRIC FOR SUBSURFACE DRAINAGE | | | 0030 240001-000 405.000 LF | 25.00000 10125.00| | CLEAN CULVERT (18") | | | 0035 240002-000 8.000 EA | 215.00000 1720.00| | CLEAN INLET | | | 0040 307005-001 AA1 148.000 TN | 23.50000 3478.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0045 307005-002 AA2 141.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 160.000 TN | 47.00000 7520.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0055 307005-002 BB2 152.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0060 307005-001 CC1 2000.000 TN | 10.00000 20000.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 CC2 1950.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401001-001 DD1 400.000 TN | 50.00000 20000.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0075 401001-002 DD2 380.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0080 401001-001 EE1 4250.000 TN | 31.50000 133875.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401001-002 EE2 4035.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0090 402001-001 FF1 3000.000 TN | 37.00000 111000.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0095 402001-002 FF2 2850.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0100 408002-001 1550.000 GA | 0.50000 775.00| | BITUMINOUS MATERIAL | | | 0105 605009-001 4.000 EA | 1350.00000 5400.00| | TYPE G INLET | | | 0110 607001-001 925.000 LF | 8.58000 7936.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0115 607001-001 362.500 LF | 6.88000 2494.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0120 607009-001 4912.500 LF | 3.38000 16604.25| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0125 607010-020 662.500 LF | 0.90000 596.25| | GUARDRAIL REMOVAL | | | 0130 607025-001 4.000 EA | 350.00000 1400.00| | CUT SLOPE TERMINAL, TYPE A | | | 0135 607035-001 13.000 EA | 38.00000 494.00| | GUARDRAIL ELEMENT | | | 0140 607065-001 9.000 EA | 1060.00000 9540.00| | FLARED END TERMINAL | | | 0145 607066-001 4.000 EA | 1370.00000 5480.00| | TANGENT END TERMINAL | | | 0150 636006-001 23.000 DA | 425.00000 9775.00| | PILOT TRUCK AND DRIVER | | | 0155 636011-001 3600.000 UN | 1.10000 3960.00| | TRAFFIC CONTROL DEVICE | | | 0160 636014-001 460.000 HR | 50.00000 23000.00| | FLAGGER | | | 0190 663001-005 7.650 MI | 419.00000 3205.35| | EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0195 663001-005 7.650 MI | 419.00000 3205.35| | EDGE LINE, TYPE II WHITE (TEMPORARY) | | | 0200 663002-004 6.950 MI | 419.00000 2912.05| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211243 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 663002-004 6.950 MI | 419.00000 2912.05| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (TEMPORARY) | | | 0210 663005-010 18.000 LF | 10.00000 180.00| | STOP LINE, TYPE V | | | 0215 663010-010 2.000 EA | 140.00000 280.00| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 424,701.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,701.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0211241 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : VALLEY POINT TO BRUCETON MILLS ROAD PROJECT(S) : S339-0026/00-026.00 00 0STP 0026 031 E00 LOCATION: BEGIN: JCT CR 15 END: 0.49 MI N CR 26/15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 462,387.63 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 463,712.00 100.2864% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 494,303.63 106.9024% 4 55-0328627 J. F. ALLEN COMPANY $ 541,564.57 117.1234% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211241 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0481221 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 6868.00000 6868.00| 3805.21000 3805.21| 3260.00000 3260.00 MOBILIZATION | | | 0005 204003-000 1.000 EA | 416.90000 416.90| 250.00000 250.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0010 204003-000 1.000 EA | 200.00000 200.00| 250.00000 250.00| 200.00000 200.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 240001-000 80.000 LF | 28.26000 2260.80| 25.00000 2000.00| 20.00000 1600.00 CLEAN CULVERT | | | 0025 240002-000 1.000 EA | 252.00000 252.00| 348.00000 348.00| 350.00000 350.00 CLEAN INLET TYPE G | | | 0030 307005-001 AA1 3100.000 TN | 4.50000 13950.00| 10.00000 31000.00| 12.50000 38750.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0035 307005-002 AA2 2790.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0040 401001-001 BB1 6290.000 TN | 31.63000 198952.70| 34.00000 213860.00| 31.00000 194990.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0045 401001-002 BB2 5660.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0050 401002-001 CC1 4245.000 TN | 42.27000 179436.15| 35.50000 150697.50| 35.00000 148575.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0055 401002-002 CC2 3820.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0060 408002-001 2300.000 GA | 0.01000 23.00| 0.50000 1150.00| 1.00000 2300.00 BITUMINOUS MATERIAL | | | 0065 605012-001 1.000 EA | 1550.00000 1550.00| 1400.00000 1400.00| 1500.00000 1500.00 ADJUST INLET TYPE TYPE G | | | 0070 607001-001 200.000 LF | 6.56000 1312.00| 5.85000 1170.00| 6.50000 1300.00 TYPE 1 GUARDRAIL, CLASS III | | | 0075 607001-001 1150.000 LF | 8.83000 10154.50| 8.15000 9372.50| 8.75000 10062.50 TYPE 1 GUARDRAIL, CLASS I | | | 0080 607009-001 4687.500 LF | 4.40000 20625.00| 3.65000 17109.38| 4.35000 20390.63 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211241 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0481221 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607010-020 1487.500 LF | 1.01000 1502.38| 0.90000 1338.75| 1.00000 1487.50 GUARDRAIL REMOVAL | | | 0090 607065-001 9.000 EA | 908.46000 8176.14| 1060.00000 9540.00| 900.00000 8100.00 FLARED END TERMINAL | | | 0095 636006-001 26.000 DA | 0.01000 0.26| 0.01000 0.26| 540.00000 14040.00 PILOT TRUCK AND DRIVER | | | 0100 636011-001 3240.000 UN | 0.01000 32.40| 1.10000 3564.00| 0.50000 1620.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 740.000 HR | 0.01000 7.40| 0.01000 7.40| 39.00000 28860.00 FLAGGER | | | 0130 663001-005 10.700 MI | 420.00000 4494.00| 415.00000 4440.50| 420.00000 4494.00 EDGE LINE, TYPE II WHITE (14 DAY TEMP.) | | | 0135 663001-005 10.700 MI | 420.00000 4494.00| 415.00000 4440.50| 420.00000 4494.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0140 663002-004 9.600 MI | 400.00000 3840.00| 415.00000 3984.00| 400.00000 3840.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMP.) | | | 0145 663002-004 9.600 MI | 400.00000 3840.00| 415.00000 3984.00| 400.00000 3840.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | SECTION TOTALS | $ 462,387.63| $ 463,712.00| $ 494,303.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,387.63| $ 463,712.00| $ 494,303.63 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211241 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 1.00000 1.00| | MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0010 204003-000 1.000 EA | 1.00000 1.00| | MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 240001-000 80.000 LF | 28.85000 2308.00| | CLEAN CULVERT | | | 0025 240002-000 1.000 EA | 257.50000 257.50| | CLEAN INLET TYPE G | | | 0030 307005-001 AA1 3100.000 TN | 13.75000 42625.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0035 307005-002 AA2 2790.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0040 401001-001 BB1 6290.000 TN | 38.60000 242794.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0045 401001-002 BB2 5660.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0050 401002-001 CC1 4245.000 TN | 41.20000 174894.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0055 401002-002 CC2 3820.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0060 408002-001 2300.000 GA | 1.00000 2300.00| | BITUMINOUS MATERIAL | | | 0065 605012-001 1.000 EA | 1500.00000 1500.00| | ADJUST INLET TYPE TYPE G | | | 0070 607001-001 200.000 LF | 6.85000 1370.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0075 607001-001 1150.000 LF | 9.25000 10637.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0080 607009-001 4687.500 LF | 4.45000 20859.38| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211241 COUNTIES : PRESTON LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607010-020 1487.500 LF | 0.95000 1413.13| | GUARDRAIL REMOVAL | | | 0090 607065-001 9.000 EA | 1113.00000 10017.00| | FLARED END TERMINAL | | | 0095 636006-001 26.000 DA | 0.01000 0.26| | PILOT TRUCK AND DRIVER | | | 0100 636011-001 3240.000 UN | 0.95000 3078.00| | TRAFFIC CONTROL DEVICE | | | 0105 636014-001 740.000 HR | 0.01000 7.40| | FLAGGER | | | 0130 663001-005 10.700 MI | 441.00000 4718.70| | EDGE LINE, TYPE II WHITE (14 DAY TEMP.) | | | 0135 663001-005 10.700 MI | 441.00000 4718.70| | EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0140 663002-004 9.600 MI | 420.00000 4032.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMP.) | | | 0145 663002-004 9.600 MI | 420.00000 4032.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | SECTION TOTALS | $ 541,564.57| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,564.57| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PHILIPPI TO WEBSTER ROAD PROJECT(S) : S346-0119/00-000.00 00 0STP 0119 154 E00 LOCATION: BEGIN: BARBOUR COUNTY LINE END: JCT CR 13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 353,428.25 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 357,731.80 101.2176% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 369,889.58 104.6576% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 376,415.00 106.5039% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 2272.00000 2272.00| 1.00000 1.00| 3000.00000 3000.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 352.00000 352.00| 1.00000 1.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 204003-000 1.000 EA | 150.00000 150.00| 1.00000 1.00| 150.00000 150.00 MOBILIZATION, PER JOB ORDER (TEMPORARY) | | | 0020 201001-000 1.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 CLEARING AND GRUBBING | | | 0025 218003-000 8.000 CY | 200.00000 1600.00| 256.95000 2055.60| 400.00000 3200.00 GABION | | | 0035 240001-000 260.000 LF | 12.61000 3278.60| 13.15000 3419.00| 17.50000 4550.00 CLEAN CULVERT (18") | | | 0040 307005-001 AA1 5.500 TN | 100.00000 550.00| 66.25000 364.38| 7.00000 38.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0048 307005-002 AA2 4.800 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 1120.000 TN | 4.50000 5040.00| 13.85000 15512.00| 14.50000 16240.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0058 307005-002 BB2 1008.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401002-001 DD1 2236.000 TN | 40.94000 91541.84| 34.00000 76024.00| 33.00000 73788.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 DD2 2012.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0076 401003-001 DD1 1118.000 TN | 30.34000 33920.12| 31.75000 35496.50| 33.00000 36894.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0077 401003-002 DD2 1006.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0078 401007-001 EE1 1118.000 TN | 32.95000 36838.10| 34.00000 38012.00| 33.00000 36894.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0079 401007-002 EE2 1006.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 408002-001 1220.000 GA | 0.01000 12.20| 1.00000 1220.00| 1.00000 1220.00 BITUMINOUS MATERIAL | | | 0085 604001-016 90.000 LF | 80.00000 7200.00| 77.50000 6975.00| 145.00000 13050.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 604001-020 25.000 LF | 150.00000 3750.00| 111.05000 2776.25| 185.00000 4625.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0095 604053-020 9.000 LF | 200.00000 1800.00| 110.50000 994.50| 200.00000 1800.00 24 INCH RELAID CONDUIT, RCP | | | 0100 605009-001 37.000 EA | 1420.00000 52540.00| 1675.40000 61989.80| 1650.00000 61050.00 TYPE G INLET | | | 0105 605050-001 5.000 EA | 300.00000 1500.00| 100.00000 500.00| 345.00000 1725.00 ADJUST CONCRETE HEADWALL | | | 0110 607001-001 1075.000 LF | 8.75000 9406.25| 8.95000 9621.25| 8.50000 9137.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0115 607006-001 8.000 EA | 732.00000 5856.00| 746.75000 5974.00| 835.00000 6680.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 607009-001 4837.500 LF | 3.47000 16786.13| 3.55000 17173.13| 3.75000 18140.63 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0125 607010-020 1962.500 LF | 1.01000 1982.13| 1.05000 2060.63| 1.10000 2158.75 GUARDRAIL REMOVAL | | | 0130 607025-001 1.000 EA | 353.00000 353.00| 360.50000 360.50| 350.00000 350.00 CUT SLOPE TERMINAL, TYPE A | | | 0135 607065-001 17.000 EA | 1050.00000 17850.00| 1071.20000 18210.40| 1050.00000 17850.00 FLARED END TERMINAL | | | 0140 607066-001 19.000 EA | 1363.00000 25897.00| 1390.50000 26419.50| 1450.00000 27550.00 TANGENT END TERMINAL | | | 0145 636006-001 12.000 DA | 0.01000 0.12| 500.00000 6000.00| 450.00000 5400.00 PILOT TRUCK AND DRIVER | | | 0150 636011-001 2970.000 UN | 0.01000 29.70| 0.90000 2673.00| 0.50000 1485.00 TRAFFIC CONTROL DEVICE | | | 0155 636014-001 242.000 HR | 80.33000 19439.86| 45.00000 10890.00| 40.00000 9680.00 FLAGGER | | | 0180 663001-005 6.240 MI | 425.00000 2652.00| 446.25000 2784.60| 425.00000 2652.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0185 663001-005 6.240 MI | 425.00000 2652.00| 446.25000 2784.60| 425.00000 2652.00 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0190 663002-004 6.240 MI | 415.00000 2589.60| 435.75000 2719.08| 415.00000 2589.60 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0328627 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663002-004 6.240 MI | 415.00000 2589.60| 435.75000 2719.08| 415.00000 2589.60 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | SECTION TOTALS | $ 353,428.25| $ 357,731.80| $ 369,889.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,428.25| $ 357,731.80| $ 369,889.58 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 250.00000 250.00| | MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 204003-000 1.000 EA | 100.00000 100.00| | MOBILIZATION, PER JOB ORDER (TEMPORARY) | | | 0020 201001-000 1.000 LS | 7514.12000 7514.12| | CLEARING AND GRUBBING | | | 0025 218003-000 8.000 CY | 150.00000 1200.00| | GABION | | | 0035 240001-000 260.000 LF | 25.00000 6500.00| | CLEAN CULVERT (18") | | | 0040 307005-001 AA1 5.500 TN | 100.00000 550.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0048 307005-002 AA2 4.800 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 1120.000 TN | 10.00000 11200.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0058 307005-002 BB2 1008.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401002-001 DD1 2236.000 TN | 36.00000 80496.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 DD2 2012.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0076 401003-001 DD1 1118.000 TN | 33.50000 37453.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0077 401003-002 DD2 1006.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0078 401007-001 EE1 1118.000 TN | 35.00000 39130.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0079 401007-002 EE2 1006.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 408002-001 1220.000 GA | 0.50000 610.00| | BITUMINOUS MATERIAL | | | 0085 604001-016 90.000 LF | 140.00000 12600.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 604001-020 25.000 LF | 150.00000 3750.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0095 604053-020 9.000 LF | 120.00000 1080.00| | 24 INCH RELAID CONDUIT, RCP | | | 0100 605009-001 37.000 EA | 1450.00000 53650.00| | TYPE G INLET | | | 0105 605050-001 5.000 EA | 350.00000 1750.00| | ADJUST CONCRETE HEADWALL | | | 0110 607001-001 1075.000 LF | 8.67000 9320.25| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0115 607006-001 8.000 EA | 725.00000 5800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 607009-001 4837.500 LF | 3.43000 16592.63| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0125 607010-020 1962.500 LF | 1.00000 1962.50| | GUARDRAIL REMOVAL | | | 0130 607025-001 1.000 EA | 350.00000 350.00| | CUT SLOPE TERMINAL, TYPE A | | | 0135 607065-001 17.000 EA | 1040.00000 17680.00| | FLARED END TERMINAL | | | 0140 607066-001 19.000 EA | 1350.00000 25650.00| | TANGENT END TERMINAL | | | 0145 636006-001 12.000 DA | 450.00000 5400.00| | PILOT TRUCK AND DRIVER | | | 0150 636011-001 2970.000 UN | 1.05000 3118.50| | TRAFFIC CONTROL DEVICE | | | 0155 636014-001 242.000 HR | 50.00000 12100.00| | FLAGGER | | | 0180 663001-005 6.240 MI | 425.00000 2652.00| | EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0185 663001-005 6.240 MI | 425.00000 2652.00| | EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0190 663002-004 6.240 MI | 425.00000 2652.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211250 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663002-004 6.240 MI | 425.00000 2652.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | SECTION TOTALS | $ 376,415.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,415.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0211649 COUNTIES : TUCKER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : NESTORVILLE TO ST GEORGE ROAD PROJECT(S) : S347-0038/00-000.00 00 0STP 0038 013 E00 LOCATION: BARBOUR CO LINE - CR 15/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 469,854.51 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 485,921.39 103.4195% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0211649 COUNTIES : TUCKER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 | |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, ST SHLD, DRAINAGE, GR, PVT MARKINGS | | | 0005 204001-000 LUMP| 1776.00000 1776.00| 5000.00000 5000.00| MOBILIZATION | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 1.00000 1.00| MOBILIZATION, PER PERMANENT MARKINGS | | | 0015 204003-000 1.000 EA | 500.00000 500.00| 1.00000 1.00| MOBILIZATION, PER 14 DAY TEMP PVT | | | MARKINGS | | | 0020 211008-000 447.000 TN | 17.33000 7746.51| 16.05000 7174.35| ROCK BORROW EXCAVATION | | | 0025 218003-000 10.000 CY | 275.00000 2750.00| 270.80000 2708.00| GABION | | | 0030 218008-000 75.000 TN | 11.00000 825.00| 17.35000 1301.25| SHOT ROCK | | | 0035 408002-001 1724.000 GA | 1.00000 1724.00| 1.00000 1724.00| BITUMINOUS MATERIAL | | | 0040 415005-001 2000.000 SY | 3.25000 6500.00| 3.55000 7100.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0045 601002-001 1.500 CY | 1700.00000 2550.00| 1500.00000 2250.00| CLASS B CONCRETE | | | 0050 604050-016 393.000 LF | 72.00000 28296.00| 89.85000 35311.05| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 604050-020 45.000 LF | 79.00000 3555.00| 89.95000 4047.75| 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-022 40.000 LF | 105.00000 4200.00| 104.35000 4174.00| 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 604053-016 8.000 LF | 100.00000 800.00| 141.50000 1132.00| 18 INCH RELAID CONDUIT, | | | 0070 605009-001 5.000 EA | 1850.00000 9250.00| 1933.05000 9665.25| TYPE G INLET | | | 0075 607001-001 7225.000 LF | 8.00000 57800.00| 8.00000 57800.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607001-001 37.500 LF | 9.00000 337.50| 9.30000 348.75| TYPE 1 GUARDRAIL, CLASS 5 | | | 0085 607006-001 7.000 EA | 500.00000 3500.00| 865.20000 6056.40| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607010-001 2587.500 LF | 1.00000 2587.50| 0.65000 1681.88| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0095 607023-001 1.000 EA | 500.00000 500.00| 515.00000 515.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0211649 COUNTIES : TUCKER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 | |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607025-001 3.000 EA | 300.00000 900.00| 309.00000 927.00| CUT SLOPE TERMINAL, TYPE A | | | 0105 607065-001 7.000 EA | 1030.00000 7210.00| 1060.90000 7426.30| FLARED END TERMINAL | | | 0110 607066-001 2.000 EA | 1450.00000 2900.00| 1493.50000 2987.00| TANGENT END TERMINAL | | | 0115 636006-001 35.000 DA | 450.00000 15750.00| 0.01000 0.35| PILOT TRUCK AND DRIVER | | | 0120 636011-001 3940.000 UN | 0.50000 1970.00| 0.80000 3152.00| TRAFFIC CONTROL DEVICE | | | 0125 636014-001 700.000 HR | 39.00000 27300.00| 40.00000 28000.00| FLAGGER | | | 0130 642012-001 200.000 LF | 3.00000 600.00| 0.01000 2.00| SILT FENCE | | | 0135 642031-001 35.000 EA | 55.00000 1925.00| 0.01000 0.35| DITCH CHECK | | | 0140 663001-005 9.500 MI | 425.00000 4037.50| 446.25000 4239.38| EDGE LINE, TYPE II | | | 0145 663001-005 9.500 MI | 425.00000 4037.50| 446.25000 4239.38| EDGE LINE, TYPE II TEMPORARY | | | 0150 663002-004 9.500 MI | 400.00000 3800.00| 420.00000 3990.00| LANE LINE OR CENTERLINE, TYPE II | | | 0155 663002-004 9.500 MI | 400.00000 3800.00| 420.00000 3990.00| LANE LINE OR CENTERLINE, TYPE II | | | TEMPORARY | | | 0160 307005-001 AA1 3700.000 TN | 11.40000 42180.00| 13.00000 48100.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0165 307005-002 AA2 3367.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0170 307005-001 BB1 67.000 TN | 10.00000 670.00| 30.05000 2013.35| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0175 307005-002 BB2 61.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0180 401001-001 CC1 257.000 TN | 71.00000 18247.00| 45.80000 11770.60| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0185 401001-002 CC2 234.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0211649 COUNTIES : TUCKER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 | |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401007-001 DD1 3160.000 TN | 31.50000 99540.00| 34.35000 108546.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0195 401007-002 DD2 2876.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0200 401002-001 EE1 3160.000 TN | 31.50000 99540.00| 34.35000 108546.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0205 401002-002 EE2 2876.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 469,854.51| $ 485,921.39| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,854.51| $ 485,921.39| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0212841 COUNTIES : TYLER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : KIDWELL - NEW MARTINSVILLE ROAD PROJECT(S) : S348-0180/00-000.00 00 0STP 0180 004 E00 LOCATION: BEGIN: JCT WV 18 END: JCT WV 2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 862,638.49 100.0000% 2 55-0601828 KLUG BROS., INC. $ 958,577.50 111.1215% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0212841 COUNTIES : TYLER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0601828 | |DODD GENERAL CONTRACTORS COR|KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING,GUARDRAIL,DRAINAGE | | | 0005 204001-000 LUMP| 7994.50000 7994.50| 57000.00000 57000.00| MOBILIZATION PROJECT | | | 0010 204003-000 1.000 EA | 452.00000 452.00| 250.00000 250.00| MOBILIZATION, PER PERM. | | | 0015 204003-000 1.000 EA | 150.00000 150.00| 250.00000 250.00| MOBILIZATION, PER 3-DAY TEMP. | | | 0020 211001-000 416.000 CY | 9.50000 3952.00| 35.00000 14560.00| UNCLASSIFIED BORROW EXCAVATION | | | 0025 211008-000 135.000 TN | 28.50000 3847.50| 30.00000 4050.00| ROCK BORROW EXCAVATION | | | 0030 229001-000 7.390 MI | 2549.39000 18839.99| 5500.00000 40645.00| SHOULDER AND DITCH | | | 0035 240001-000 73.000 LF | 15.90000 1160.70| 13.25000 967.25| CLEAN CULVERT 12" | | | 0040 240001-000 105.000 LF | 15.90000 1669.50| 13.25000 1391.25| CLEAN CULVERT 15" | | | 0045 240001-000 565.000 LF | 15.75000 8898.75| 13.25000 7486.25| CLEAN CULVERT 18" | | | 0050 240001-000 121.000 LF | 15.90000 1923.90| 13.25000 1603.25| CLEAN CULVERT 24" | | | 0055 240001-000 76.000 LF | 16.90000 1284.40| 14.25000 1083.00| CLEAN CULVERT 30" | | | 0060 240001-000 55.000 LF | 16.90000 929.50| 14.25000 783.75| CLEAN CULVERT 36" | | | 0065 240001-000 32.000 LF | 48.00000 1536.00| 45.00000 1440.00| CLEAN CULVERT 54" | | | 0070 240002-000 27.000 EA | 50.00000 1350.00| 150.00000 4050.00| CLEAN INLET | | | 0075 240006-000 2748.000 LF | 5.00000 13740.00| 7.85000 21571.80| CLEAN INLET AND OUTLET DITCH | | | 0080 408002-001 3077.000 GA | 0.90000 2769.30| 1.44000 4430.88| BITUMINOUS MATERIAL | | | 0085 415005-001 2077.000 SY | 1.53000 3177.81| 4.40000 9138.80| REMOVE EXISTING PAVEMENT SURFACE | | | 0090 601006-001 166.000 CY | 111.75000 18550.50| 145.00000 24070.00| CLASS D CONCRETE | | | 0095 604001-012 20.000 LF | 75.00000 1500.00| 41.00000 820.00| 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0212841 COUNTIES : TYLER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0601828 | |DODD GENERAL CONTRACTORS COR|KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604001-016 184.000 LF | 68.75000 12650.00| 70.00000 12880.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0105 604001-020 2.000 LF | 100.00000 200.00| 150.00000 300.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0110 604053-016 48.000 LF | 60.20000 2889.60| 50.00000 2400.00| 18 INCH RELAID CONDUIT, | | | 0115 604053-020 4.000 LF | 100.00000 400.00| 100.00000 400.00| 24 INCH RELAID CONDUIT, | | | 0120 604053-024 16.000 LF | 125.00000 2000.00| 62.00000 992.00| 36 INCH RELAID CONDUIT, | | | 0125 604053-030 8.000 LF | 200.00000 1600.00| 160.00000 1280.00| 54 INCH RELAID CONDUIT, | | | 0130 604072-112 2.000 EA | 300.00000 600.00| 250.00000 500.00| 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0135 604072-116 21.000 EA | 350.00000 7350.00| 480.00000 10080.00| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0140 604072-120 2.000 EA | 400.00000 800.00| 500.00000 1000.00| 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0145 605009-001 3.000 EA | 1500.00000 4500.00| 1200.00000 3600.00| TYPE G INLET | | | 0150 605012-001 6.000 EA | 1000.00000 6000.00| 600.00000 3600.00| ADJUST INLET TYPE G | | | 0155 605050-001 3.000 EA | 300.00000 900.00| 300.00000 900.00| ADJUST CONCRETE HEADWALL | | | 0160 606022-001 23.300 CY | 32.00000 745.60| 25.00000 582.50| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0165 606025-004 180.000 LF | 43.00000 7740.00| 20.00000 3600.00| 6 INCH UNDERDRAIN PIPE | | | 0170 607001-001 22512.500 LF | 7.99000 179874.88| 6.22000 140027.75| TYPE 1 GUARDRAIL, CLASS 1 | | | 0175 607009-001 2137.500 LF | 2.82000 6027.75| 2.80000 5985.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0180 607010-020 20137.500 LF | 0.61000 12283.88| 0.60000 12082.50| GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0212841 COUNTIES : TYLER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0601828 | |DODD GENERAL CONTRACTORS COR|KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607025-001 10.000 EA | 292.73000 2927.30| 290.00000 2900.00| CUT SLOPE TERMINAL, TYPE A | | | 0190 607037-001 45.000 EA | 25.23000 1135.35| 25.00000 1125.00| BUFFER END SECTION | | | 0195 607066-001 27.000 EA | 1362.69000 36792.63| 1087.00000 29349.00| TANGENT END TERMINAL | | | 0200 622003-001 75.000 EA | 50.00000 3750.00| 90.00000 6750.00| CANTILEVER MAILBOX SUPPORT | | | 0205 636006-001 10.000 DA | 460.00000 4600.00| 375.00000 3750.00| PILOT TRUCK AND DRIVER | | | 0210 636011-001 12490.000 UN | 0.01000 124.90| 0.99000 12365.10| TRAFFIC CONTROL DEVICE | | | 0215 636014-001 1300.000 HR | 41.38000 53794.00| 44.00000 57200.00| FLAGGER | | | 0220 642004-002 1786.000 LB | 1.00000 1786.00| 3.94000 7036.84| SEED MIXTURE, B | | | 0225 642005-002 14.100 TN | 317.94000 4482.95| 683.44000 9636.50| MULCH, WOOD CELLULOSE FIBER | | | 0230 642006-001 9.400 TN | 227.97000 2142.92| 277.67000 2610.10| FERTILIZER | | | 0235 642031-001 128.000 EA | 20.18000 2583.04| 32.00000 4096.00| DITCH CHECK | | | 0240 663001-005 14.770 MI | 420.00000 6203.40| 425.00000 6277.25| EDGE LINE, TYPE II WHITE, PERM. | | | 0245 663001-005 14.770 MI | 420.00000 6203.40| 435.00000 6424.95| EDGE LINE, TYPE II WHITE, TEMP. | | | 0250 663002-004 10.860 MI | 400.00000 4344.00| 425.00000 4615.50| LANE LINE OR CENTERLINE, TYPE II YELLOW,| | | PERM. | | | 0255 663002-004 10.860 MI | 400.00000 4344.00| 435.00000 4724.10| LANE LINE OR CENTERLINE, TYPE II YELLOW,| | | TEMP. | | | 0260 307005-001 AA1 3095.000 TN | 5.00000 15475.00| 17.58000 54410.10| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0265 307005-002 AA2 3033.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0270 307005-003 AA3 3250.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0212841 COUNTIES : TYLER LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0601828 | |DODD GENERAL CONTRACTORS COR|KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 401003-001 BB1 130.000 TN | 38.76000 5038.80| 35.03000 4553.90| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0280 401003-002 BB2 124.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0285 401003-003 BB3 138.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0290 401007-001 CC1 3333.000 TN | 34.27000 114221.91| 35.03000 116754.99| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0295 401007-002 CC2 3166.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0300 401007-003 CC3 3500.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0305 402001-001 DD1 5991.000 TN | 42.13000 252400.83| 38.09000 228197.19| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0310 402001-002 DD2 5692.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0315 402001-003 DD3 6291.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 862,638.49| $ 958,577.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 862,638.49| $ 958,577.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0211646 COUNTIES : UPSHUR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : ROCK CAVE - ADRIAN ROAD PROJECT(S) : S349-0020/00-011.56 00 0STP 0020 194 E00 LOCATION: WV 4 TO 0.12 MI S CO 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 341,707.12 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 365,175.54 106.8679% 3 55-0663428 MEADOWS STONE & PAVING, INC. $ 402,693.88 117.8476% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211646 COUNTIES : UPSHUR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 204001-000 LUMP| 11130.00000 11130.00| 1.00000 1.00| 1000.00000 1000.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 200.00000 200.00| 1.00000 1.00| 300.00000 300.00 MOBILIZATION, PER JOB ORDER (PERM. | | | MARKINGS) | | | 0015 204003-000 1.000 EA | 250.00000 250.00| 1.00000 1.00| 300.00000 300.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0020 207001-001 117.000 CY | 18.60000 2176.20| 19.20000 2246.40| 20.00000 2340.00 UNCLASSIFIED EXCAVATION | | | 0025 211008-000 337.000 TN | 23.00000 7751.00| 17.85000 6015.45| 25.00000 8425.00 ROCK BORROW EXCAVATION | | | 0030 229001-000 2.000 MI | 5000.00000 10000.00| 2500.00000 5000.00| 4000.00000 8000.00 SHOULDER AND DITCH | | | 0035 408002-001 840.000 GA | 0.50000 420.00| 1.00000 840.00| 0.01000 8.40 BITUMINOUS MATERIAL | | | 0040 604001-020 20.000 LF | 100.00000 2000.00| 110.25000 2205.00| 140.00000 2800.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 605009-001 9.000 EA | 2175.00000 19575.00| 2079.00000 18711.00| 2100.00000 18900.00 TYPE G INLET | | | 0050 605050-001 9.000 EA | 600.00000 5400.00| 288.75000 2598.75| 300.00000 2700.00 ADJUST CONCRETE HEADWALL | | | 0055 607001-001 2962.500 LF | 7.70000 22811.25| 8.10000 23996.25| 7.70000 22811.25 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607009-001 362.500 LF | 4.00000 1450.00| 4.20000 1522.50| 4.00000 1450.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607010-020 512.500 LF | 1.00000 512.50| 1.05000 538.13| 1.00000 512.50 GUARDRAIL REMOVAL | | | 0070 607025-001 2.000 EA | 350.00000 700.00| 367.50000 735.00| 350.00000 700.00 CUT SLOPE TERMINAL, TYPE A | | | 0075 607066-001 17.000 EA | 1400.00000 23800.00| 1470.00000 24990.00| 1400.00000 23800.00 TANGENT END TERMINAL | | | 0080 622003-001 15.000 EA | 110.00000 1650.00| 208.95000 3134.25| 150.00000 2250.00 CANTILEVER MAILBOX SUPPORT | | | 0085 633001-001 591.000 SY | 75.00000 44325.00| 96.35000 56942.85| 75.00000 44325.00 CONCRETE GUTTER | | | 0090 636006-001 30.000 DA | 0.01000 0.30| 500.00000 15000.00| 450.00000 13500.00 PILOT TRUCK AND DRIVER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211646 COUNTIES : UPSHUR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636011-001 3490.000 UN | 0.01000 34.90| 0.90000 3141.00| 0.01000 34.90 TRAFFIC CONTROL DEVICE | | | 0100 636014-001 700.000 HR | 0.01000 7.00| 40.00000 28000.00| 40.00000 28000.00 FLAGGER | | | 0105 642004-002 118.580 LB | 16.50000 1956.57| 8.45000 1002.00| 16.50000 1956.57 SEED MIXTURE, B | | | 0110 642005-001 2.420 TN | 500.00000 1210.00| 721.00000 1744.82| 500.00000 1210.00 MULCH, STRAW OR HAY | | | 0115 642006-001 0.480 TN | 400.00000 192.00| 824.00000 395.52| 400.00000 192.00 FERTILIZER | | | 0120 642011-001 25.000 EA | 20.00000 500.00| 10.00000 250.00| 5.00000 125.00 HAY OR STRAW BALE | | | 0125 642012-001 150.000 LF | 1.00000 150.00| 3.00000 450.00| 3.00000 450.00 SILT FENCE | | | 0130 642031-001 15.000 EA | 50.00000 750.00| 100.00000 1500.00| 65.00000 975.00 DITCH CHECK | | | 0135 652002-002 0.180 TN | 400.00000 72.00| 2060.00000 370.80| 400.00000 72.00 FERTILIZER, UREA FORMALDEHYDE | | | 0140 663001-005 8.000 MI | 425.00000 3400.00| 446.25000 3570.00| 420.00000 3360.00 EDGE LINE, TYPE II , WHITE | | | 0145 663002-004 6.720 MI | 420.00000 2822.40| 441.00000 2963.52| 420.00000 2822.40 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0150 307005-001 AA1 1072.000 TN | 17.50000 18760.00| 14.70000 15758.40| 21.00000 22512.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0155 307005-002 AA2 1018.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0160 401001-001 BB1 235.000 TN | 40.00000 9400.00| 46.05000 10821.75| 49.38000 11604.30 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0165 401001-002 BB2 223.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0170 401002-001 CC1 1545.000 TN | 39.00000 60255.00| 35.20000 54384.00| 45.38000 70112.10 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0175 401002-002 CC2 1468.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211646 COUNTIES : UPSHUR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401003-001 DD1 2317.000 TN | 38.00000 88046.00| 32.95000 76345.15| 45.38000 105145.46 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0185 401003-002 DD2 2201.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 341,707.12| $ 365,175.54| $ 402,693.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 341,707.12| $ 365,175.54| $ 402,693.88 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0210241 COUNTIES : WAYNE LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WAYNE - EAST LYNN ROAD PROJECT(S) : S350-0037/00-015.98 00 0STP 0037 023 E00 LOCATION: 5.05 MI W CO 24 TO 0.01 MI E CO 25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 1,878,097.62 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0210241 COUNTIES : WAYNE LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0005 204001-000 LUMP| 60000.00000 60000.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 500.00000 500.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0015 204003-000 1.000 EA | 500.00000 500.00| | MOBILIZATION, PER PERMENANT PAVEMENT | | | MARKINGS | | | 0020 204003-000 2.000 EA | 500.00000 1000.00| | MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0025 207001-001 719.000 CY | 17.40000 12510.60| | UNCLASSIFIED EXCAVATION | | | 0030 211002-000 905.000 CY | 58.00000 52490.00| | ROCK BORROW EXCAVATION | | | 0035 218003-000 38.000 CY | 200.00000 7600.00| | GABION | | | 0040 219001-001 5.000 CY | 500.00000 2500.00| | CONTROLLED LOW STRENGTH MATERIAL, TYPE B| | | 0045 229001-000 7.400 MI | 6000.00000 44400.00| | SHOULDER AND DITCH | | | 0050 240001-000 450.000 LF | 10.00000 4500.00| | CLEAN CULVERT | | | 0055 240006-000 260.000 LF | 10.00000 2600.00| | CLEAN INLET AND OUTLET DITCH | | | 0060 307001-000 47.000 CY | 60.00000 2820.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0065 408002-001 2748.000 GA | 1.00000 2748.00| | BITUMINOUS MATERIAL | | | 0070 415005-001 16067.000 SY | 5.15000 82745.05| | REMOVE EXISTING PAVEMENT SURFACE | | | 0075 601002-001 1.500 CY | 1500.00000 2250.00| | CLASS B CONCRETE | | | 0080 604001-006 6.000 LF | 150.00000 900.00| | 8 INCH METALLIC COATED CORRUGATED STEEL | | | PIPE, STEEL | | | 0085 604001-012 650.000 LF | 71.00000 46150.00| | 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, STEEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0210241 COUNTIES : WAYNE LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604001-016 450.000 LF | 85.50000 38475.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, STEEL | | | 0095 604001-020 43.000 LF | 116.00000 4988.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, STEEL | | | 0100 604009-012 1.000 EA | 300.00000 300.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION STEEL | | | 0105 605004-001 1.000 EA | 2000.00000 2000.00| | TYPE B INLET | | | 0110 605004-005 64.000 LF | 163.00000 10432.00| | CONCRETE BOX DITCH | | | 0115 605009-001 45.000 EA | 2610.00000 117450.00| | TYPE G INLET | | | 0120 605050-001 3.000 EA | 300.00000 900.00| | ADJUST CONCRETE HEADWALL | | | 0125 606020-001 517.000 LF | 11.00000 5687.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0130 607001-001 9025.000 LF | 9.95000 89798.75| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0135 607006-001 2.000 EA | 750.00000 1500.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0140 607009-001 14087.500 LF | 3.35000 47193.13| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0145 607010-001 1550.000 LF | 1.10000 1705.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0150 607025-001 1.000 EA | 375.00000 375.00| | CUT SLOPE TERMINAL, TYPE A | | | 0155 607025-001 1.000 EA | 400.00000 400.00| | CUT SLOPE TERMINAL, TYPE B | | | 0160 607035-001 474.000 EA | 55.00000 26070.00| | GUARDRAIL ELEMENT | | | 0165 607037-001 4.000 EA | 30.00000 120.00| | BUFFER END SECTION | | | 0170 607039-001 50.000 EA | 3.60000 180.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0175 607042-001 15.000 EA | 20.00000 300.00| | 6 FT STEEL POST | | | 0180 607065-001 56.000 EA | 1060.00000 59360.00| | FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0210241 COUNTIES : WAYNE LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607066-001 5.000 EA | 1380.00000 6900.00| | TANGENT END TERMINAL | | | 0190 614001-003 680.000 LF | 81.20000 55216.00| | HP10X42 STEEL PILE | | | 0195 614001-110 810.000 LF | 81.20000 65772.00| | W12X53 STEEL PILE | | | 0200 614004-001 1806.000 SF | 8.12000 14664.72| | TIMBER LAGGING | | | 0205 622003-001 73.000 EA | 100.00000 7300.00| | CANTILEVER MAILBOX SUPPORT | | | 0210 636008-001 39072.000 LF | 0.12000 4688.64| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0215 636011-001 3730.000 UN | 1.10000 4103.00| | TRAFFIC CONTROL DEVICE | | | 0220 636014-001 3840.000 HR | 45.00000 172800.00| | FLAGGER | | | 0225 642004-002 175.000 LB | 10.00000 1750.00| | SEED MIXTURE, B | | | 0230 642005-001 3.580 TN | 900.00000 3222.00| | MULCH, STRAW OR HAY | | | 0235 642006-001 0.710 TN | 1200.00000 852.00| | FERTILIZER | | | 0240 642012-001 200.000 LF | 2.50000 500.00| | SILT FENCE | | | 0245 642031-001 180.000 EA | 60.00000 10800.00| | DITCH CHECK | | | 0250 663001-005 14.800 MI | 450.00000 6660.00| | EDGE LINE, TYPE II WHITE | | | 0255 663002-004 14.800 MI | 450.00000 6660.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0260 663005-010 30.000 LF | 11.25000 337.50| | STOP LINE, TYPE V | | | 0265 663015-005 1.000 EA | 475.00000 475.00| | RAILROAD CROSSING MARKING, TYPE V | | | 0270 307005-001 AA1 3044.000 TN | 22.42000 68246.48| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0275 307005-002 AA2 2770.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0210241 COUNTIES : WAYNE LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 401001-001 BB1 3832.000 TN | 55.15000 211334.80| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0285 401001-002 BB2 3487.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0290 401001-001 CC1 574.000 TN | 57.55000 33033.70| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0295 401001-002 CC2 523.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0300 401003-001 DD1 700.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0305 401003-002 DD2 637.000 TN | 47.25000 30098.25| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0310 402001-001 EE1 10216.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 4 | | | 0315 402001-002 EE2 9296.000 TN | 47.25000 439236.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 4 | | | SECTION TOTALS | $ 1,878,097.62| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,878,097.62| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0211249 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GRAFTON TO MORGANTOWN ROAD PROJECT(S) : S346-0119/00-011.56 00 0STP 0119 155 E00 LOCATION: BEGIN: JCT CR 30 END: JCT CR 28 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 442,693.63 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 442,722.00 100.0064% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 479,836.63 108.3902% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0211249 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0570769 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 1.00000 1.00| 4318.00000 4318.00| 4625.00000 4625.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 1.00000 1.00| 200.00000 200.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 204003-000 1.000 EA | 1.00000 1.00| 150.00000 150.00| 200.00000 200.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 207001-001 262.000 CY | 10.25000 2685.50| 35.00000 9170.00| 25.00000 6550.00 UNCLASSIFIED EXCAVATION | | | 0025 207032-000 1179.000 SY | 1.00000 1179.00| 0.75000 884.25| 0.50000 589.50 FABRIC FOR SUBSURFACE DRAINAGE | | | 0030 218001-000 1.000 CY | 238.25000 238.25| 100.00000 100.00| 63.00000 63.00 RIPRAP | | | 0035 218003-000 4.000 CY | 260.60000 1042.40| 200.00000 800.00| 425.00000 1700.00 GABION | | | 0045 240001-000 270.000 LF | 15.45000 4171.50| 22.50000 6075.00| 18.00000 4860.00 CLEAN CULVERT (18") | | | 0050 240002-000 1.000 EA | 257.50000 257.50| 232.00000 232.00| 210.00000 210.00 CLEAN INLET | | | 0055 307005-001 AA1 139.000 TN | 21.60000 3002.40| 41.50000 5768.50| 12.00000 1668.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0060 307005-002 AA2 125.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0065 307005-001 BB1 2030.000 TN | 15.70000 31871.00| 10.00000 20300.00| 15.00000 30450.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 BB2 1822.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0075 401001-001 CC1 343.000 TN | 37.40000 12828.20| 54.50000 18693.50| 67.00000 22981.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0080 401001-002 CC2 326.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0085 401001-001 DD1 4338.000 TN | 32.45000 140768.10| 32.00000 138816.00| 33.50000 145323.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0211249 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0570769 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 401001-002 DD2 3904.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0095 401002-001 EE1 3000.000 TN | 34.00000 102000.00| 34.00000 102000.00| 37.00000 111000.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0100 401002-002 EE2 2850.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0105 408002-001 1578.000 GA | 1.00000 1578.00| 0.50000 789.00| 0.85000 1341.30 BITUMINOUS MATERIAL | | | 0110 604001-016 6.000 LF | 158.65000 951.90| 105.00000 630.00| 175.00000 1050.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0115 604001-020 3.000 LF | 202.45000 607.35| 150.00000 450.00| 250.00000 750.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0120 604050-016 40.000 LF | 96.15000 3846.00| 85.00000 3400.00| 120.00000 4800.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0125 604053-016 4.000 LF | 192.05000 768.20| 100.00000 400.00| 100.00000 400.00 18 INCH RELAID CONDUIT, RCP | | | 0130 605009-001 10.000 EA | 1885.45000 18854.50| 1450.00000 14500.00| 2550.00000 25500.00 TYPE G INLET | | | 0132 605014-001 1.000 EA | 2500.00000 2500.00| 2200.00000 2200.00| 2550.00000 2550.00 MODIFIED INLET, TYPE G | | | 0135 607001-001 587.500 LF | 8.90000 5228.75| 8.62000 5064.25| 8.75000 5140.63 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607009-001 10900.000 LF | 3.55000 38695.00| 3.42000 37278.00| 3.80000 41420.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0145 607010-020 1000.000 LF | 0.95000 950.00| 0.90000 900.00| 1.25000 1250.00 GUARDRAIL REMOVAL | | | 0150 607023-001 1.000 EA | 566.50000 566.50| 550.00000 550.00| 300.00000 300.00 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0155 607025-001 1.000 EA | 360.50000 360.50| 350.00000 350.00| 200.00000 200.00 CUT SLOPE TERMINAL, TYPE A | | | 0160 607035-001 26.000 EA | 39.15000 1017.90| 38.00000 988.00| 45.00000 1170.00 GUARDRAIL ELEMENT | | | 0165 607048-002 6.000 EA | 70.05000 420.30| 68.00000 408.00| 60.00000 360.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0170 607065-001 18.000 EA | 1081.50000 19467.00| 1050.00000 18900.00| 1065.00000 19170.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0211249 COUNTIES : TAYLOR LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0570769 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 607066-001 6.000 EA | 1421.40000 8528.40| 1380.00000 8280.00| 1460.00000 8760.00 TANGENT END TERMINAL | | | 0180 622003-001 2.000 EA | 200.00000 400.00| 125.00000 250.00| 150.00000 300.00 CANTILEVER MAILBOX SUPPORT | | | 0185 636006-001 17.000 DA | 500.00000 8500.00| 400.00000 6800.00| 450.00000 7650.00 PILOT TRUCK AND DRIVER | | | 0190 636011-001 3420.000 UN | 0.85000 2907.00| 1.05000 3591.00| 0.50000 1710.00 TRAFFIC CONTROL DEVICE | | | 0195 636014-001 340.000 HR | 40.00000 13600.00| 50.00000 17000.00| 39.00000 13260.00 FLAGGER | | | 0220 663001-005 7.980 MI | 446.25000 3561.08| 425.00000 3391.50| 425.00000 3391.50 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0225 663001-005 7.980 MI | 446.25000 3561.08| 425.00000 3391.50| 425.00000 3391.50 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0230 663002-004 6.710 MI | 430.50000 2888.66| 425.00000 2851.75| 410.00000 2751.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0235 663002-004 6.710 MI | 430.50000 2888.66| 425.00000 2851.75| 410.00000 2751.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | SECTION TOTALS | $ 442,693.63| $ 442,722.00| $ 479,836.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 442,693.63| $ 442,722.00| $ 479,836.63 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CRESTON - ANNAMORIAH ROAD PROJECT(S) : S353-0005/00-012.00 00 0STP 0005 093 E00 LOCATION: BEGIN: 0.57 MI. W. JCT CR 5/4 END: 0.02 MI. E. JCT CR 3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 414,032.35 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 432,084.41 104.3600% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 432,536.70 104.4693% 4 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 432,536.76 104.4693% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0328627 |(3) 55-0570769 |CARL KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CRESTON - ANNAMORIAH ROAD | | | 0005 204001-000 LUMP| 20727.66000 20727.66| 17055.10000 17055.10| 13015.00000 13015.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 264.84000 264.84| 262.50000 262.50| 100.00000 100.00 MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0015 204003-000 1.000 EA | 264.84000 264.84| 262.50000 262.50| 200.00000 200.00 MOBILIZATION, PER 14 DAY TEMPORARY | | | PAVEMENT MARKING | | | 0020 229001-000 4.000 MI | 2520.24000 10080.96| 3595.85000 14383.40| 3000.00000 12000.00 SHOULDER AND DITCH | | | 0025 211008-000 180.000 TN | 28.83000 5189.40| 23.90000 4302.00| 45.00000 8100.00 ROCK BORROW EXCAVATION | | | 0028 307001-000 538.000 CY | 42.31000 22762.78| 32.75000 17619.50| 70.00000 37660.00 AGGREGATE BASE COURSE, CLASS I | | | 0030 408002-001 1530.000 GA | 0.01000 15.30| 1.00000 1530.00| 1.00000 1530.00 BITUMINOUS MATERIAL | | | 0035 415005-001 5600.000 SY | 1.77000 9912.00| 0.01000 56.00| 0.25000 1400.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 601046-001 4.000 EA | 1303.42000 5213.68| 2500.00000 10000.00| 1975.00000 7900.00 MODIFIED CONCRETE END POST | | | 0045 607001-001 4737.500 LF | 8.88000 42069.00| 8.75000 41453.13| 8.32000 39416.00 TYPE 1 GUARDRAIL, CLASS I | | | 0050 607006-001 4.000 EA | 794.53000 3178.12| 787.50000 3150.00| 750.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 1475.000 LF | 3.09000 4557.75| 3.10000 4572.50| 2.92000 4307.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607010-020 4962.500 LF | 0.55000 2729.38| 0.55000 2729.38| 0.52000 2580.50 GUARDRAIL REMOVAL | | | 0065 607023-001 3.000 EA | 582.65000 1747.95| 577.50000 1732.50| 550.00000 1650.00 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0070 607066-001 26.000 EA | 1430.15000 37183.90| 1417.50000 36855.00| 1350.00000 35100.00 TANGENT END TERMINAL | | | 0075 622003-001 1.000 EA | 239.30000 239.30| 400.00000 400.00| 300.00000 300.00 CANTILEVER MAILBOX SUPPORT | | | 0080 636006-001 10.000 DA | 1.00000 10.00| 500.00000 5000.00| 470.00000 4700.00 PILOT TRUCK AND DRIVER | | | 0085 636008-001 41570.000 LF | 0.11000 4572.70| 0.15000 6235.50| 0.08000 3325.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0328627 |(3) 55-0570769 |CARL KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636011-001 9880.000 UN | 0.01000 98.80| 0.90000 8892.00| 0.01000 98.80 TRAFFIC CONTROL DEVICE | | | 0095 636014-001 400.000 HR | 0.01000 4.00| 40.00000 16000.00| 43.00000 17200.00 FLAGGER | | | 0100 642031-001 80.000 EA | 0.01000 0.80| 0.01000 0.80| 5.00000 400.00 DITCH CHECK | | | 0105 652003-005 140.000 LB | 0.01000 1.40| 38.85000 5439.00| 37.00000 5180.00 SEED MIXTURE, L | | | 0110 652004-002 5.000 TN | 0.01000 0.05| 78.75000 393.75| 75.00000 375.00 WOOD CELLULOSE FIBER MULCH | | | 0115 663001-005 8.000 MI | 460.83000 3686.64| 456.75000 3654.00| 420.00000 3360.00 EDGE LINE, TYPE II | | | 0120 663002-004 7.000 MI | 460.83000 3225.81| 456.75000 3197.25| 420.00000 2940.00 LANE LINE OR CENTERLINE, TYPE II | | | 0125 307005-001 AA1 1550.000 TN | 19.47000 30178.50| 20.85000 32317.50| 19.80000 30690.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 307005-002 AA2 1411.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0135 401001-001 BB1 214.000 TN | 52.82000 11303.48| 48.80000 10443.20| 56.70000 12133.80 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0140 401001-002 BB2 195.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0145 401002-001 CC1 2800.000 TN | 41.75000 116900.00| 40.15000 112420.00| 39.65000 111020.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0150 401002-002 CC2 2548.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0155 401003-001 DD1 109.000 TN | 47.59000 5187.31| 38.10000 4152.90| 50.00000 5450.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-002 DD2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0165 401007-001 EE1 1700.000 TN | 42.78000 72726.00| 39.75000 67575.00| 39.65000 67405.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0170 401007-002 EE2 1547.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0328627 |(3) 55-0570769 |CARL KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 414,032.35| $ 432,084.41| $ 432,536.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,032.35| $ 432,084.41| $ 432,536.70 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0592491 | | |DODD GENERAL CONTRACTORS COR| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CRESTON - ANNAMORIAH ROAD | | | 0005 204001-000 LUMP| 14102.00000 14102.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 355.00000 355.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0015 204003-000 1.000 EA | 250.00000 250.00| | MOBILIZATION, PER 14 DAY TEMPORARY | | | PAVEMENT MARKING | | | 0020 229001-000 4.000 MI | 2738.75000 10955.00| | SHOULDER AND DITCH | | | 0025 211008-000 180.000 TN | 31.85000 5733.00| | ROCK BORROW EXCAVATION | | | 0028 307001-000 538.000 CY | 64.05000 34458.90| | AGGREGATE BASE COURSE, CLASS I | | | 0030 408002-001 1530.000 GA | 0.01000 15.30| | BITUMINOUS MATERIAL | | | 0035 415005-001 5600.000 SY | 0.01000 56.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0040 601046-001 4.000 EA | 858.00000 3432.00| | MODIFIED CONCRETE END POST | | | 0045 607001-001 4737.500 LF | 8.40000 39795.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0050 607006-001 4.000 EA | 757.05000 3028.20| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 1475.000 LF | 2.95000 4351.25| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607010-020 4962.500 LF | 0.53000 2630.13| | GUARDRAIL REMOVAL | | | 0065 607023-001 3.000 EA | 555.17000 1665.51| | MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0070 607066-001 26.000 EA | 1363.00000 35438.00| | TANGENT END TERMINAL | | | 0075 622003-001 1.000 EA | 100.00000 100.00| | CANTILEVER MAILBOX SUPPORT | | | 0080 636006-001 10.000 DA | 480.00000 4800.00| | PILOT TRUCK AND DRIVER | | | 0085 636008-001 41570.000 LF | 0.10000 4157.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0592491 | | |DODD GENERAL CONTRACTORS COR| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636011-001 9880.000 UN | 0.01000 98.80| | TRAFFIC CONTROL DEVICE | | | 0095 636014-001 400.000 HR | 41.38000 16552.00| | FLAGGER | | | 0100 642031-001 80.000 EA | 20.00000 1600.00| | DITCH CHECK | | | 0105 652003-005 140.000 LB | 1.00000 140.00| | SEED MIXTURE, L | | | 0110 652004-002 5.000 TN | 100.00000 500.00| | WOOD CELLULOSE FIBER MULCH | | | 0115 663001-005 8.000 MI | 435.00000 3480.00| | EDGE LINE, TYPE II | | | 0120 663002-004 7.000 MI | 435.00000 3045.00| | LANE LINE OR CENTERLINE, TYPE II | | | 0125 307005-001 AA1 1550.000 TN | 5.00000 7750.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 307005-002 AA2 1411.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0135 401001-001 BB1 214.000 TN | 65.08000 13927.12| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0140 401001-002 BB2 195.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0145 401002-001 CC1 2800.000 TN | 50.69000 141932.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0150 401002-002 CC2 2548.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0155 401003-001 DD1 109.000 TN | 59.95000 6534.55| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-002 DD2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0165 401007-001 EE1 1700.000 TN | 42.15000 71655.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0170 401007-002 EE2 1547.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0233840 COUNTIES : WIRT CALHOUN LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0592491 | | |DODD GENERAL CONTRACTORS COR| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 432,536.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,536.76| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : FORT HENRY INTERCHANGE PROJECT(S) : U335-0070/00-009.50 00 00IM 0701 115 000 LOCATION: I/C 1.0 MI W DALLAS PIKE I/C: CONN RDWYS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0905531 BEAVER EXCAVATING COMPANY, THE $ 11,079,461.54 100.0000% 2 25-1466461 A & L, INC. $ 11,834,108.59 106.8112% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 12,234,126.08 110.4216% 4 25-1428005 CAST & BAKER CORPORATION $ 12,343,080.32 111.4050% 5 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 12,357,262.43 111.5330% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 12,360,167.68 111.5592% 7 31-1316393 AHERN & ASSOCIATES $ 12,922,000.00 116.6302% 8 55-0345840 VECELLIO & GROGAN, INC. $ 12,950,185.95 116.8846% 9 25-1021993 TRUMBULL CORPORATION $ 13,955,783.87 125.9608% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 250000.00000 250000.00| 475000.00000 475000.00| 780000.00000 780000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 4500.00000 4500.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 202002-000 LUMP| 600.00000 600.00| 500.00000 500.00| 500.00000 500.00 WATER WELL ABANDONMENT NUMBER, 6/1 | | | 0020 202003-000 LUMP| 500.00000 500.00| 1000.00000 1000.00| 750.00000 750.00 SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0022 204001-000 LUMP| 300000.00000 300000.00| 200000.00000 200000.00| 140000.00000 140000.00 MOBILIZATION | | | 0025 207001-001 822914.000 CY | 2.10000 1728119.40| 2.75000 2263013.50| 2.88000 2369992.32 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 11156.000 CY | 13.00000 145028.00| 35.00000 390460.00| 29.40000 327986.40 SUBGRADE | | | 0035 207033-000 1522.000 SY | 1.20000 1826.40| 1.50000 2283.00| 1.15000 1750.30 FABRIC FOR SUBGRADE STABILIZATION | | | 0040 207034-000 72495.000 SY | 0.85000 61620.75| 1.25000 90618.75| 1.00000 72495.00 FABRIC FOR SEPARATION | | | 0045 211002-000 36713.000 CY | 10.00000 367130.00| 9.25000 339595.25| 0.01000 367.13 ROCK BORROW EXCAVATION | | | 0047 212005-000 8.000 CY | 54.00000 432.00| 60.00000 480.00| 95.00000 760.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 914.000 CY | 38.00000 34732.00| 33.00000 30162.00| 38.00000 34732.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 307001-000 1780.000 CY | 40.00000 71200.00| 42.00000 74760.00| 40.00000 71200.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 8100.000 CY | 49.20000 398520.00| 41.00000 332100.00| 49.20000 398520.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 21371.000 GA | 0.50000 10685.50| 0.50000 10685.50| 0.50000 10685.50 BITUMINOUS MATERIAL | | | 0070 415005-001 70795.000 SY | 0.75000 53096.25| 0.75000 53096.25| 0.70000 49556.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0075 501001-006 34.000 SY | 75.25000 2558.50| 60.00000 2040.00| 85.00000 2890.00 6 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 502001-012 350.000 SY | 176.00000 61600.00| 130.00000 45500.00| 170.42000 59647.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 81.000 CY | 1000.00000 81000.00| 495.00000 40095.00| 1225.00000 99225.00 CLASS B CONCRETE | | | 0090 604002-026 684.000 LF | 100.00000 68400.00| 40.00000 27360.00| 91.00000 62244.00 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0095 604052-004 1371.000 LF | 10.00000 13710.00| 12.00000 16452.00| 8.00000 10968.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 0100 605001-001 10.000 EA | 3000.00000 30000.00| 3500.00000 35000.00| 3150.00000 31500.00 TYPE A MANHOLE | | | 0105 605004-001 13.000 EA | 975.00000 12675.00| 1900.00000 24700.00| 1580.00000 20540.00 TYPE B INLET | | | 0110 605009-001 27.000 EA | 1045.00000 28215.00| 1400.00000 37800.00| 1610.00000 43470.00 TYPE G INLET | | | 0115 605012-001 5.000 EA | 500.00000 2500.00| 1300.00000 6500.00| 850.00000 4250.00 ADJUST INLET TYPE G | | | 0120 606020-001 2354.000 LF | 10.50000 24717.00| 6.00000 14124.00| 6.20000 14594.80 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0125 606029-001 25251.000 LF | 6.00000 151506.00| 6.00000 151506.00| 6.30000 159081.30 FREE DRAINING BASE TRENCH | | | 0130 606030-001 8251.000 LF | 11.00000 90761.00| 6.50000 53631.50| 8.65000 71371.15 OUTLET PIPE | | | 0135 607001-001 12875.000 LF | 8.35000 107506.25| 8.25000 106218.75| 8.20000 105575.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 1412.500 LF | 6.50000 9181.25| 6.75000 9534.38| 6.70000 9463.75 TYPE 1 GUARDRAIL, CLASS III | | | 0145 607005-001 1562.500 LF | 12.75000 19921.88| 10.00000 15625.00| 9.80000 15312.50 TYPE 5 GUARDRAIL, CLASS I | | | 0150 607006-001 9.000 EA | 725.00000 6525.00| 850.00000 7650.00| 850.00000 7650.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607009-001 470.000 LF | 4.00000 1880.00| 3.00000 1410.00| 3.10000 1457.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0160 607010-020 8383.000 LF | 0.90000 7544.70| 3.00000 25149.00| 1.00000 8383.00 GUARDRAIL REMOVAL | | | 0165 607030-001 17.000 EA | 400.00000 6800.00| 375.00000 6375.00| 387.00000 6579.00 SPECIAL TRAILING END TERMINAL | | | 0170 607065-001 14.000 EA | 1060.00000 14840.00| 1100.00000 15400.00| 1085.00000 15190.00 FLARED END TERMINAL | | | 0175 607067-001 6.000 EA | 2800.00000 16800.00| 2500.00000 15000.00| 2480.00000 14880.00 DOUBLE FACED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 608002-001 8019.000 LF | 7.95000 63751.05| 7.75000 62147.25| 8.95000 71770.05 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0185 609001-001 88.000 SY | 94.00000 8272.00| 30.00000 2640.00| 67.00000 5896.00 CONCRETE SIDEWALK | | | 0190 609002-001 21.000 CY | 58.00000 1218.00| 60.00000 1260.00| 49.50000 1039.50 BED COURSE MATERIAL | | | 0195 609005-001 2.000 EA | 400.00000 800.00| 700.00000 1400.00| 1650.00000 3300.00 SIDEWALK RAMP | | | 0200 610001-001 26.000 LF | 34.00000 884.00| 32.00000 832.00| 51.60000 1341.60 PLAIN CONCRETE CURBING, TYPE I | | | 0205 610003-001 8.000 LF | 44.00000 352.00| 100.00000 800.00| 105.00000 840.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0210 610003-002 196.000 LF | 41.00000 8036.00| 25.00000 4900.00| 57.00000 11172.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0215 610021-001 4175.000 LF | 43.00000 179525.00| 43.00000 179525.00| 43.00000 179525.00 SINGLE FACED BARRIER TYPE A | | | 0220 633001-001 1163.000 SY | 75.00000 87225.00| 52.00000 60476.00| 78.00000 90714.00 CONCRETE GUTTER | | | 0225 633003-001 281.000 CY | 28.00000 7868.00| 40.00000 11240.00| 39.00000 10959.00 DUMPED ROCK GUTTER | | | 0230 636007-001 41000.000 LF | 0.70000 28700.00| 0.75000 30750.00| 0.77000 31570.00 ERADICATION OF PAVEMENT MARKING | | | 0235 636008-001 51000.000 LF | 0.12000 6120.00| 0.15000 7650.00| 0.14000 7140.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0240 636009-001 131000.000 LF | 1.00000 131000.00| 1.10000 144100.00| 1.08000 141480.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0245 636011-001 77000.000 UN | 1.19000 91630.00| 1.30000 100100.00| 1.29000 99330.00 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 4.000 EA | 400.00000 1600.00| 500.00000 2000.00| 415.00000 1660.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 500.000 EA | 4.00000 2000.00| 2.00000 1000.00| 4.15000 2075.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 600.000 HR | 40.00000 24000.00| 35.00000 21000.00| 53.75000 32250.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 636014-002 150.000 HR | 40.00000 6000.00| 25.00000 3750.00| 40.00000 6000.00 TRAFFIC DIRECTOR | | | 0270 636017-001 17400.000 LF | 14.00000 243600.00| 12.00000 208800.00| 23.20000 403680.00 TEMPORARY CONCRETE BARRIER | | | 0275 636018-001 3400.000 LF | 4.00000 13600.00| 3.20000 10880.00| 5.40000 18360.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0280 636021-001 100.000 DA | 12.00000 1200.00| 20.00000 2000.00| 15.50000 1550.00 ELECTRIC ARROW | | | 0285 636022-001 2190.000 DA | 29.00000 63510.00| 34.00000 74460.00| 0.01000 21.90 CHANGAEBLE MESSAGE SIGN | | | 0290 636025-001 14600.000 DA | 1.15000 16790.00| 1.25000 18250.00| 1.20000 17520.00 WARNING LIGHTS, TYPE B | | | 0295 636025-001 21000.000 DA | 0.38000 7980.00| 0.45000 9450.00| 0.45000 9450.00 WARNING LIGHTS, TYPE C | | | 0300 636028-001 15.000 DA | 100.00000 1500.00| 100.00000 1500.00| 650.00000 9750.00 SHADOW VEHICLE | | | 0305 636030-001 1100.000 DA | 12.00000 13200.00| 35.00000 38500.00| 0.01000 11.00 SPEED MONITORING TRAILER | | | 0310 637001-001 100.000 MG | 35.00000 3500.00| 35.00000 3500.00| 79.00000 7900.00 WATER FOR DUST PALLIATIVE | | | 0315 638002-001 55.000 EA | 65.00000 3575.00| 75.00000 4125.00| 125.00000 6875.00 RIGHT OF WAY MARKER | | | 0320 638003-001 1.000 EA | 250.00000 250.00| 250.00000 250.00| 210.00000 210.00 SURVEY MARKER | | | 0325 639001-001 LUMP| 225000.00000 225000.00| 50000.00000 50000.00| 165000.00000 165000.00 CONSTRUCTION LAYOUT STAKE | | | 0330 640002-001 24.000 MO | 3500.00000 84000.00| 2000.00000 48000.00| 2100.00000 50400.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0335 640003-001 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0337 642001-001 6190.000 LF | 1.00000 6190.00| 0.70000 4333.00| 0.50000 3095.00 TEMPORARY BERM | | | 0340 642002-001 1305.000 LF | 9.00000 11745.00| 18.50000 24142.50| 10.00000 13050.00 SLOPE DRAIN | | | 0344 642004-001 8433.000 LB | 0.01000 84.33| 0.01000 84.33| 0.01000 84.33 SEED MIXTURE, TEMPORARY | | | 0345 642004-002 5680.000 LB | 0.10000 568.00| 0.72000 4089.60| 0.10000 568.00 SEED MIXTURE, B | | | 0350 642004-003 5781.000 LB | 6.40000 36998.40| 6.25000 36131.25| 6.60000 38154.60 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642005-001 281.000 TN | 460.00000 129260.00| 500.00000 140500.00| 475.00000 133475.00 MULCH, STRAW OR HAY | | | 0360 642006-001 56.000 TN | 250.00000 14000.00| 800.00000 44800.00| 258.00000 14448.00 FERTILIZER | | | 0362 642008-001 400.000 LF | 27.00000 10800.00| 40.00000 16000.00| 20.00000 8000.00 TEMPORARY PIPE | | | 0363 642009-001 550.000 LF | 3.00000 1650.00| 5.75000 3162.50| 0.50000 275.00 CONTOUR DITCH | | | 0365 642010-001 211.000 TN | 10.00000 2110.00| 50.00000 10550.00| 10.00000 2110.00 AGRICULTURAL LIMESTONE | | | 0367 642012-001 9150.000 LF | 1.30000 11895.00| 3.00000 27450.00| 3.00000 27450.00 SILT FENCE | | | 0370 642031-001 184.000 EA | 25.00000 4600.00| 50.00000 9200.00| 123.00000 22632.00 DITCH CHECK | | | 0375 642034-001 3240.000 CY | 9.50000 30780.00| 5.00000 16200.00| 4.25000 13770.00 SEDIMENT DAM | | | 0380 642035-001 8.000 EA | 2500.00000 20000.00| 4000.00000 32000.00| 4960.00000 39680.00 RISER | | | 0381 642036-001 9207.000 CY | 5.00000 46035.00| 3.00000 27621.00| 0.01000 92.07 SEDIMENT REMOVAL | | | 0382 642037-001 2147.000 CY | 7.00000 15029.00| 8.00000 17176.00| 4.25000 9124.75 SEDIMENT POND | | | 0385 642050-001 2.000 EA | 400.00000 800.00| 600.00000 1200.00| 400.00000 800.00 DEWATERING DEVICE | | | 0390 652001-001 446.000 TN | 10.00000 4460.00| 50.00000 22300.00| 10.00000 4460.00 AGRICULTURAL LIMESTONE | | | 0395 652002-001 56.000 TN | 150.00000 8400.00| 225.00000 12600.00| 155.00000 8680.00 FERTILIZER, 10-20-10 | | | 0400 652003-001 3014.000 LB | 7.50000 22605.00| 6.00000 18084.00| 7.75000 23358.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0405 652003-002 1321.000 LB | 16.10000 21268.10| 18.50000 24438.50| 16.65000 21994.65 SEED MIXTURE, D | | | 0410 652004-001 223.000 TN | 150.00000 33450.00| 250.00000 55750.00| 155.00000 34565.00 STRAW OR HAY MULCH | | | 0415 655002-001 6120.000 SY | 4.25000 26010.00| 4.00000 24480.00| 4.40000 26928.00 PERMANENT EROSION MATTING, TYPE A | | | 0420 655002-001 1038.000 SY | 4.25000 4411.50| 5.50000 5709.00| 4.40000 4567.20 PERMANENT EROSION MATTING, TYPE B | | | 0425 664001-008 8.000 EA | 5000.00000 40000.00| 3500.00000 28000.00| 3510.00000 28080.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 664001-009 5.000 EA | 1500.00000 7500.00| 900.00000 4500.00| 930.00000 4650.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0433 681001-001 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 2200.00000 2200.00 ASBESTOS ABATEMENT, NUMBER 6/1 | | | 0435 401001-011 AA1 1803.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1719.000 TN | 42.00000 72198.00| 44.00000 75636.00| 42.00000 72198.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 38236.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 36490.000 TN | 37.20000 1357428.00| 39.00000 1423110.00| 37.20000 1357428.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 401007-011 CC1 1748.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0460 401007-012 CC2 1668.000 TN | 42.00000 70056.00| 44.00000 73392.00| 42.00000 70056.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0465 402001-011 DD1 11837.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0470 402001-012 DD2 11298.000 TN | 42.00000 474516.00| 44.00000 497112.00| 42.00000 474516.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0475 636002-001 EE1 500.000 TN | 16.00000 8000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0480 636002-002 EE2 455.000 TN | | 21.00000 9555.00| 23.00000 10465.00 AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0485 604002-016 FF1 6002.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 FF1 8.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604025-016 FF2 6002.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0500 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-016 FF3 6002.000 LF | 32.00000 192064.00| 33.00000 198066.00| 44.40000 266488.80 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-016 FF3 8.000 EA | 200.00000 1600.00| 400.00000 3200.00| 295.00000 2360.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604002-020 GG1 2366.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604025-020 GG2 2366.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0530 604028-020 GG2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0535 604076-020 GG3 2366.000 LF | 43.00000 101738.00| 40.00000 94640.00| 52.00000 123032.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0540 604028-020 GG3 2.000 EA | 500.00000 1000.00| 480.00000 960.00| 330.00000 660.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604002-022 HH1 836.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0550 604025-022 HH2 836.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0555 604076-022 HH3 836.000 LF | 47.00000 39292.00| 40.00000 33440.00| 61.00000 50996.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604002-024 JJ1 224.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604009-024 JJ1 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0570 604025-024 JJ2 224.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0575 604028-024 JJ2 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0580 604076-024 JJ3 224.000 LF | 49.00000 10976.00| 45.00000 10080.00| 68.00000 15232.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604009-024 JJ3 1.000 EA | 550.00000 550.00| 605.00000 605.00| 555.00000 555.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0590 604002-026 KK1 404.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0595 604025-026 KK2 404.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0600 604076-026 KK3 404.000 LF | 61.00000 24644.00| 60.00000 24240.00| 91.00000 36764.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604002-028 LL1 1502.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604025-028 LL2 1502.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0615 604076-028 LL3 1502.000 LF | 65.00000 97630.00| 62.00000 93124.00| 93.52000 140467.04 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 8,487,659.26| $ 9,189,271.81| $ 9,528,366.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY LIGHTING | | | 0620 662002-001 LUMP| 52600.00000 52600.00| 50000.00000 50000.00| 49059.33000 49059.33 GALVANIZED STEEL CONDUIT 01 | | | 0625 662002-001 LUMP| 51600.00000 51600.00| 50000.00000 50000.00| 64551.75000 64551.75 GALVANIZED STEEL CONDUIT 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 662006-001 4.000 EA | 830.00000 3320.00| 875.00000 3500.00| 774.62000 3098.48 JUNCTION BOX, TYPE A, MODIFIED | | | 0635 662006-001 7.000 EA | 710.00000 4970.00| 725.00000 5075.00| 1032.83000 7229.81 JUNCTION BOX, TYPE H, 10"X10" | | | 0640 662006-001 19.000 EA | 1050.00000 19950.00| 1075.00000 20425.00| 1291.04000 24529.76 JUNCTION BOX, TYPE H, 18"X18" | | | 0645 662007-001 2.000 EA | 1400.00000 2800.00| 1400.00000 2800.00| 1032.83000 2065.66 LUMINAIRE, 100W | | | 0650 662007-001 34.000 EA | 390.00000 13260.00| 400.00000 13600.00| 568.06000 19314.04 LUMINAIRE, 250W | | | 0655 662008-001 1.000 LS | 15700.00000 15700.00| 16500.00000 16500.00| 10328.28000 10328.28 CABLE, 01 | | | 0660 662008-001 1.000 LS | 17000.00000 17000.00| 17500.00000 17500.00| 18074.49000 18074.49 CABLE, 02 | | | 0665 662010-001 7.000 EA | 3250.00000 22750.00| 3000.00000 21000.00| 3098.48000 21689.36 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0670 662010-001 22.000 EA | 3500.00000 77000.00| 3500.00000 77000.00| 3356.69000 73847.18 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0675 662010-002 3.000 EA | 3000.00000 9000.00| 3100.00000 9300.00| 2840.28000 8520.84 LIGHTING SUPPORT, TYPE II, (40-8) | | | 0680 662013-001 LUMP| 5100.00000 5100.00| 5300.00000 5300.00| 7746.21000 7746.21 SERVICE AND CONTROL STATION, 01 | | | 0685 662013-001 LUMP| 5100.00000 5100.00| 5000.00000 5000.00| 7746.21000 7746.21 SERVICE AND CONTROL STATION, 02 | | | 0690 662014-001 LUMP| 130.00000 130.00| 200.00000 200.00| 1032.83000 1032.83 INCIDENTAL ELECTRICAL WORK | | | 0695 662015-001 1.000 LS | 130.00000 130.00| 200.00000 200.00| 103.28000 103.28 ELECTRICAL TEST, 01 | | | 0700 662015-001 1.000 LS | 130.00000 130.00| 200.00000 200.00| 103.28000 103.28 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 300,540.00| $ 297,600.00| $ 319,040.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 0705 203001-000 LUMP| 1200.00000 1200.00| 1000.00000 1000.00| 1239.39000 1239.39 DISMANTLING STRUCTURE | | | 0710 657006-001 479.000 LF | 17.50000 8382.50| 18.00000 8622.00| 18.07000 8655.53 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0715 657006-005 64.000 LF | 22.30000 1427.20| 22.00000 1408.00| 23.03000 1473.92 W6X12, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 657006-010 184.000 LF | 23.50000 4324.00| 23.00000 4232.00| 24.27000 4465.68 W8X18, A-441 SUPPORT, GALVANIZED | | | 0725 657006-015 196.000 LF | 27.50000 5390.00| 23.00000 4508.00| 28.40000 5566.40 W10X22, A-441 SUPPORT, GALVANIZED | | | 0730 657008-001 507.000 LF | 4.30000 2180.10| 4.50000 2281.50| 4.44000 2251.08 2.00 LB CHANNEL POST | | | 0735 657010-001 730.000 LF | 5.60000 4088.00| 6.00000 4380.00| 5.78000 4219.40 3.00 LB CHANNEL POST | | | 0740 657017-001 30.800 CY | 690.00000 21252.00| 750.00000 23100.00| 712.65000 21949.62 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0745 657018-001 21.000 EA | 145.00000 3045.00| 150.00000 3150.00| 149.76000 3144.96 POST REMOVAL | | | 0750 658001-001 42.400 CY | 700.00000 29680.00| 750.00000 31800.00| 722.98000 30654.35 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0755 658002-001 1.000 EA | 24700.00000 24700.00| 23000.00000 23000.00| 25510.85000 25510.85 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #22 | | | 0760 658002-001 1.000 EA | 23300.00000 23300.00| 23000.00000 23000.00| 24064.89000 24064.89 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #32 | | | 0765 658003-001 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 12393.94000 12393.94 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #36 | | | 0770 658003-001 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 12393.94000 12393.94 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #50 | | | 0775 658003-001 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 12393.94000 12393.94 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #55 | | | 0780 658003-001 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 12393.94000 12393.94 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #57 | | | 0785 659001-001 LUMP| 7300.00000 7300.00| 7000.00000 7000.00| 5680.55000 5680.55 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #22 | | | 0790 659001-001 LUMP| 6250.00000 6250.00| 6000.00000 6000.00| 4647.73000 4647.73 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #32 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0795 659001-001 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 4131.31000 4131.31 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #36 | | | 0800 659001-001 LUMP| 7400.00000 7400.00| 7000.00000 7000.00| 10328.28000 10328.28 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #50 | | | 0805 659001-001 LUMP| 7400.00000 7400.00| 7000.00000 7000.00| 9295.45000 9295.45 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #55 | | | 0810 659001-001 LUMP| 7300.00000 7300.00| 7000.00000 7000.00| 8262.62000 8262.62 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #57 | | | 0815 661001-001 646.000 SF | 12.50000 8075.00| 13.00000 8398.00| 12.91000 8339.86 0.080 IN FLAT SHEET SIGN | | | 0820 661002-001 2867.000 SF | 16.20000 46445.40| 17.00000 48739.00| 16.73000 47964.91 EXTRUDED PANEL SIGN | | | 0825 661004-001 129.000 EA | 3.25000 419.25| 3.00000 387.00| 3.36000 433.44 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0830 661004-001 6.000 EA | 3.25000 19.50| 3.00000 18.00| 3.36000 20.16 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0835 661006-001 1.000 UN | 35.00000 35.00| 25.00000 25.00| 36.15000 36.15 DELINEATOR, NINE PER UNIT, AMBER | | | 0840 661008-001 41.000 EA | 62.00000 2542.00| 60.00000 2460.00| 64.04000 2625.64 DELINEATOR BRACKET, TYPE C (MODIFIED) | | | 0845 661011-001 8.000 EA | 350.00000 2800.00| 350.00000 2800.00| 361.49000 2891.92 INSTALLATION OF REUSABLE SIGN | | | 0850 661013-001 148.000 EA | 30.00000 4440.00| 25.00000 3700.00| 30.98000 4585.04 PLASTIC DELINEATOR POST, WHITE | | | 0855 661013-001 19.000 EA | 30.00000 570.00| 25.00000 475.00| 30.98000 588.62 PLASTIC DELINEATOR POST, YELLOW | | | SECTION TOTALS | $ 283,464.95| $ 276,483.50| $ 292,603.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0860 663001-004 43050.000 LF | 0.11000 4735.50| 0.15000 6457.50| 0.14000 6027.00 EDGE LINE, TYPE II ,WHITE | | | 0865 663001-004 26125.000 LF | 0.11000 2873.75| 0.15000 3918.75| 0.14000 3657.50 EDGE LINE, TYPE II ,YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 663002-005 8094.000 LF | 0.12000 971.28| 0.15000 1214.10| 0.15000 1214.10 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0875 663003-005 16650.000 LF | 0.12000 1998.00| 0.15000 2497.50| 0.15000 2497.50 BARRIER LINE, TYPE II | | | 0880 663004-004 1675.000 LF | 0.20000 335.00| 0.25000 418.75| 0.26000 435.50 CHANNELIZING LINE, TYPE II | | | 0885 663005-010 246.000 LF | 11.00000 2706.00| 0.25000 61.50| 13.43000 3303.78 STOP LINE, TYPE V (24") | | | 0890 663006-010 205.000 LF | 9.00000 1845.00| 11.50000 2357.50| 11.36000 2328.80 CROSSWALK LINE, TYPE V (6") | | | 0895 663007-010 1190.000 LF | 5.75000 6842.50| 6.50000 7735.00| 6.30000 7497.00 STRIPE, TYPE V ,WHITE (24") | | | 0900 663007-010 752.000 LF | 1.50000 1128.00| 2.00000 1504.00| 2.07000 1556.64 STRIPE, TYPE V ,YELLOW (12") | | | 0905 663010-010 21.000 EA | 145.00000 3045.00| 150.00000 3150.00| 154.92000 3253.32 LANE ARROW, TYPE V | | | 0910 663011-010 28.000 EA | 46.00000 1288.00| 50.00000 1400.00| 51.64000 1445.92 LANE LETTER, TYPE V | | | 0915 663012-208 400.000 EA | 21.00000 8400.00| 18.00000 7200.00| 30.98000 12392.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 36,168.03| $ 37,914.60| $ 45,609.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNAL | | | 0920 660001-001 LUMP| 8700.00000 8700.00| 8500.00000 8500.00| 7746.21000 7746.21 SIGNAL CONTROLLER 01 | | | 0925 660002-005 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 154.93000 929.58 TRAFFIC DETECTOR, LPS-C | | | 0930 660003-006 23.000 EA | 270.00000 6210.00| 275.00000 6325.00| 258.21000 5938.83 SIGNAL SECTION, V-12 | | | 0935 660004-040 2.000 EA | 7300.00000 14600.00| 7500.00000 15000.00| 7746.21000 15492.42 SIGNAL SUPPORT, C1 | | | 0940 660004-042 2.000 EA | 8400.00000 16800.00| 8200.00000 16400.00| 8779.04000 17558.08 SIGNAL SUPPORT, C1L | | | 0945 660005-010 6.000 EA | 850.00000 5100.00| 900.00000 5400.00| 774.62000 4647.72 JUNCTION BOX, TYPE H | | | 0950 660007-001 LUMP| 19250.00000 19250.00| 15000.00000 15000.00| 20656.56000 20656.56 MISCELLANEOUS SIGNAL 01 | | | 0955 662006-001 1.000 EA | 950.00000 950.00| 1000.00000 1000.00| 774.62000 774.62 JUNCTION BOX, TYPE A, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -14 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 72,810.00| $ 68,825.00| $ 73,744.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #10374 | | | 0960 212001-000 158.000 CY | 63.00000 9954.00| 30.00000 4740.00| 46.48000 7343.84 STRUCTURE EXCAVATION | | | 0965 212005-000 90.000 CY | 79.00000 7110.00| 70.00000 6300.00| 77.46000 6971.40 SELECT MATERIAL FOR BACKFILLING | | | 0970 218004-001 792.000 SY | 18.00000 14256.00| 25.00000 19800.00| 36.15000 28630.80 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0975 601002-001 289.000 CY | 730.00000 210970.00| 700.00000 202300.00| 562.89000 162675.21 CLASS B CONCRETE | | | 0980 601003-001 8.000 CY | 1800.00000 14400.00| 1000.00000 8000.00| 1549.24000 12393.92 CLASS K CONCRETE | | | 0985 602001-001 48081.000 LB | 0.70000 33656.70| 0.76000 36541.56| 0.77000 37022.37 REINFORCING STEEL BAR | | | 0990 602002-001 152528.000 LB | 0.70000 106769.60| 0.79000 120497.12| 0.83000 126598.24 EPOXY COATED REINFORCING STEEL BAR | | | 0995 615001-001 1.000 LS | 497000.00000 497000.00| 585000.00000 585000.00| 752931.64000 752931.64 STEEL SUPERSTRUCTURE | | | 1000 615029-001 7.000 EA | 1415.00000 9905.00| 355.00000 2485.00| 774.62000 5422.34 NON-GUIDED BEARING ELASTOMERIC | | | 1005 616004-009 756.000 LF | 39.00000 29484.00| 45.00000 34020.00| 39.25000 29673.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 1010 616004-019 784.000 LF | 63.00000 49392.00| 75.00000 58800.00| 55.77000 43723.68 HP14X117 STEEL BEARING PILE, DRIVEN | | | 1015 616007-001 3.000 EA | 5000.00000 15000.00| 2500.00000 7500.00| 3428.99000 10286.97 PILE LOADING TEST -DYNAMIC | | | 1020 617003-001 636.000 LF | 64.00000 40704.00| 50.00000 31800.00| 59.90000 38096.40 ALUMINUM RAILING | | | 1025 631001-001 LUMP| 11500.00000 11500.00| 10000.00000 10000.00| 3614.90000 3614.90 ELECTRICAL WORK | | | 1030 639001-001 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| 3408.33000 3408.33 CONSTRUCTION LAYOUT STAKE | | | 1035 679006-001 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1549.24000 1549.24 TEST SLAB | | | 1040 601003-001 AC1 676.000 CY | | | CLASS K CONCRETE | | | 1045 679002-001 AC1 133.000 CY | | | SPECIALIZED CONCRETE OVERLAY LATEX ONLY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -15 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 601003-001 AC2 44.000 CY | 725.00000 31900.00| 1000.00000 44000.00| 562.89000 24767.16 CLASS K CONCRETE | | | 1055 601009-001 AC2 737.000 CY | 499.00000 367763.00| 500.00000 368500.00| 423.46000 312090.02 CLASS H CONCRETE | | | 1060 626002-001 AE1 6010.000 SF | 52.00000 312520.00| | 39.76000 238957.60 MSE RETAINING WALL, RETAINED EARTH | | | 1065 626002-002 AE2 6010.000 SF | | 48.00000 288480.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1070 626002-003 AE3 6010.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1075 626002-004 AE4 6010.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1076 626002-005 AE5 6010.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,770,284.30| $ 1,845,763.68| $ 1,846,157.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 1080 601001-001 20.000 CY | 125.00000 2500.00| 250.00000 5000.00| 130.00000 2600.00 CLASS A CONCRETE | | | 1085 604052-004 3600.000 LF | 27.00000 97200.00| 17.00000 61200.00| 22.90000 82440.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 1090 639001-001 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 1450.00000 1450.00 CONSTRUCTION LAYOUT STAKE | | | 1095 670009-200 12.000 EA | 725.00000 8700.00| 1000.00000 12000.00| 1225.00000 14700.00 6 INCH GATE VALVE AND VALVE BOX | | | 1100 670013-200 6.000 EA | 2000.00000 12000.00| 2500.00000 15000.00| 2950.00000 17700.00 6 INCH FIRE HYDRANT | | | 1105 670021-040 145.000 LF | 23.00000 3335.00| 50.00000 7250.00| 27.00000 3915.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 126,235.00| $ 115,450.00| $ 122,805.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1110 640004-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,500.00| $ 2,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -16 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-0905531 |(2) 25-1466461 |(3) 55-0535003 |BEAVER EXCAVATING COMPANY, T|A & L, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1115 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,079,461.54| $ 11,834,108.59| $ 12,234,126.08 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -17 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 195000.00000 195000.00| 475000.00000 475000.00| 445700.00000 445700.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4500.00000 4500.00| 6000.00000 6000.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 202002-000 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 WATER WELL ABANDONMENT NUMBER, 6/1 | | | 0020 202003-000 LUMP| 300.00000 300.00| 2500.00000 2500.00| 750.00000 750.00 SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0022 204001-000 LUMP| 225000.00000 225000.00| 370000.00000 370000.00| 368800.00000 368800.00 MOBILIZATION | | | 0025 207001-001 822914.000 CY | 2.65000 2180722.10| 2.45000 2016139.30| 2.85000 2345304.90 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 11156.000 CY | 32.50000 362570.00| 20.00000 223120.00| 34.00000 379304.00 SUBGRADE | | | 0035 207033-000 1522.000 SY | 1.00000 1522.00| 1.00000 1522.00| 2.60000 3957.20 FABRIC FOR SUBGRADE STABILIZATION | | | 0040 207034-000 72495.000 SY | 1.00000 72495.00| 1.00000 72495.00| 0.89000 64520.55 FABRIC FOR SEPARATION | | | 0045 211002-000 36713.000 CY | 9.00000 330417.00| 13.00000 477269.00| 12.00000 440556.00 ROCK BORROW EXCAVATION | | | 0047 212005-000 8.000 CY | 50.00000 400.00| 100.00000 800.00| 180.00000 1440.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 914.000 CY | 38.00000 34732.00| 41.00000 37474.00| 38.00000 34732.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 307001-000 1780.000 CY | 42.00000 74760.00| 38.00000 67640.00| 40.00000 71200.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 8100.000 CY | 51.70000 418770.00| 50.00000 405000.00| 49.00000 396900.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 21371.000 GA | 0.53000 11326.63| 0.50000 10685.50| 0.50000 10685.50 BITUMINOUS MATERIAL | | | 0070 415005-001 70795.000 SY | 0.75000 53096.25| 0.80000 56636.00| 0.74000 52388.30 REMOVE EXISTING PAVEMENT SURFACE | | | 0075 501001-006 34.000 SY | 40.00000 1360.00| 58.00000 1972.00| 110.00000 3740.00 6 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 502001-012 350.000 SY | 170.00000 59500.00| 155.00000 54250.00| 180.00000 63000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -18 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 81.000 CY | 1200.00000 97200.00| 1400.00000 113400.00| 1400.00000 113400.00 CLASS B CONCRETE | | | 0090 604002-026 684.000 LF | 60.00000 41040.00| 80.00000 54720.00| 92.00000 62928.00 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0095 604052-004 1371.000 LF | 9.00000 12339.00| 8.00000 10968.00| 16.00000 21936.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 0100 605001-001 10.000 EA | 1900.00000 19000.00| 3200.00000 32000.00| 3200.00000 32000.00 TYPE A MANHOLE | | | 0105 605004-001 13.000 EA | 1400.00000 18200.00| 1500.00000 19500.00| 1600.00000 20800.00 TYPE B INLET | | | 0110 605009-001 27.000 EA | 1500.00000 40500.00| 1500.00000 40500.00| 1600.00000 43200.00 TYPE G INLET | | | 0115 605012-001 5.000 EA | 500.00000 2500.00| 750.00000 3750.00| 2800.00000 14000.00 ADJUST INLET TYPE G | | | 0120 606020-001 2354.000 LF | 8.00000 18832.00| 6.00000 14124.00| 8.30000 19538.20 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0125 606029-001 25251.000 LF | 7.00000 176757.00| 6.50000 164131.50| 6.60000 166656.60 FREE DRAINING BASE TRENCH | | | 0130 606030-001 8251.000 LF | 14.00000 115514.00| 7.00000 57757.00| 7.90000 65182.90 OUTLET PIPE | | | 0135 607001-001 12875.000 LF | 8.50000 109437.50| 8.00000 103000.00| 8.40000 108150.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 1412.500 LF | 6.85000 9675.63| 6.50000 9181.25| 6.50000 9181.25 TYPE 1 GUARDRAIL, CLASS III | | | 0145 607005-001 1562.500 LF | 10.00000 15625.00| 9.50000 14843.75| 13.00000 20312.50 TYPE 5 GUARDRAIL, CLASS I | | | 0150 607006-001 9.000 EA | 875.00000 7875.00| 825.00000 7425.00| 730.00000 6570.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607009-001 470.000 LF | 3.25000 1527.50| 3.00000 1410.00| 4.00000 1880.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0160 607010-020 8383.000 LF | 1.00000 8383.00| 1.00000 8383.00| 0.91000 7628.53 GUARDRAIL REMOVAL | | | 0165 607030-001 17.000 EA | 400.00000 6800.00| 375.00000 6375.00| 400.00000 6800.00 SPECIAL TRAILING END TERMINAL | | | 0170 607065-001 14.000 EA | 1100.00000 15400.00| 1050.00000 14700.00| 1100.00000 15400.00 FLARED END TERMINAL | | | 0175 607067-001 6.000 EA | 2500.00000 15000.00| 2400.00000 14400.00| 2800.00000 16800.00 DOUBLE FACED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -19 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 608002-001 8019.000 LF | 7.90000 63350.10| 7.50000 60142.50| 8.00000 64152.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0185 609001-001 88.000 SY | 35.00000 3080.00| 45.00000 3960.00| 77.00000 6776.00 CONCRETE SIDEWALK | | | 0190 609002-001 21.000 CY | 25.00000 525.00| 75.00000 1575.00| 67.00000 1407.00 BED COURSE MATERIAL | | | 0195 609005-001 2.000 EA | 1000.00000 2000.00| 175.00000 350.00| 2500.00000 5000.00 SIDEWALK RAMP | | | 0200 610001-001 26.000 LF | 25.00000 650.00| 50.00000 1300.00| 59.00000 1534.00 PLAIN CONCRETE CURBING, TYPE I | | | 0205 610003-001 8.000 LF | 100.00000 800.00| 90.00000 720.00| 67.00000 536.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0210 610003-002 196.000 LF | 35.00000 6860.00| 48.00000 9408.00| 55.00000 10780.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0215 610021-001 4175.000 LF | 45.00000 187875.00| 46.00000 192050.00| 46.00000 192050.00 SINGLE FACED BARRIER TYPE A | | | 0220 633001-001 1163.000 SY | 71.00000 82573.00| 65.00000 75595.00| 100.00000 116300.00 CONCRETE GUTTER | | | 0225 633003-001 281.000 CY | 12.00000 3372.00| 44.00000 12364.00| 8.10000 2276.10 DUMPED ROCK GUTTER | | | 0230 636007-001 41000.000 LF | 0.75000 30750.00| 0.40000 16400.00| 0.65000 26650.00 ERADICATION OF PAVEMENT MARKING | | | 0235 636008-001 51000.000 LF | 0.13000 6630.00| 0.20000 10200.00| 0.10000 5100.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0240 636009-001 131000.000 LF | 1.05000 137550.00| 0.92000 120520.00| 0.48000 62880.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0245 636011-001 77000.000 UN | 1.25000 96250.00| 1.60000 123200.00| 0.78000 60060.00 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 4.000 EA | 500.00000 2000.00| 400.00000 1600.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 500.000 EA | 2.50000 1250.00| 2.00000 1000.00| 2.50000 1250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 600.000 HR | 40.00000 24000.00| 40.00000 24000.00| 50.00000 30000.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -20 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 636014-002 150.000 HR | 55.00000 8250.00| 50.00000 7500.00| 35.00000 5250.00 TRAFFIC DIRECTOR | | | 0270 636017-001 17400.000 LF | 25.00000 435000.00| 19.00000 330600.00| 25.00000 435000.00 TEMPORARY CONCRETE BARRIER | | | 0275 636018-001 3400.000 LF | 6.00000 20400.00| 4.00000 13600.00| 2.60000 8840.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0280 636021-001 100.000 DA | 12.60000 1260.00| 10.00000 1000.00| 10.00000 1000.00 ELECTRIC ARROW | | | 0285 636022-001 2190.000 DA | 30.50000 66795.00| 15.00000 32850.00| 45.00000 98550.00 CHANGAEBLE MESSAGE SIGN | | | 0290 636025-001 14600.000 DA | 1.21000 17666.00| 0.80000 11680.00| 1.00000 14600.00 WARNING LIGHTS, TYPE B | | | 0295 636025-001 21000.000 DA | 0.40000 8400.00| 0.45000 9450.00| 1.00000 21000.00 WARNING LIGHTS, TYPE C | | | 0300 636028-001 15.000 DA | 200.00000 3000.00| 110.00000 1650.00| 180.00000 2700.00 SHADOW VEHICLE | | | 0305 636030-001 1100.000 DA | 12.60000 13860.00| 15.00000 16500.00| 35.00000 38500.00 SPEED MONITORING TRAILER | | | 0310 637001-001 100.000 MG | 10.00000 1000.00| 35.00000 3500.00| 38.00000 3800.00 WATER FOR DUST PALLIATIVE | | | 0315 638002-001 55.000 EA | 100.00000 5500.00| 300.00000 16500.00| 61.00000 3355.00 RIGHT OF WAY MARKER | | | 0320 638003-001 1.000 EA | 500.00000 500.00| 450.00000 450.00| 240.00000 240.00 SURVEY MARKER | | | 0325 639001-001 LUMP| 150000.00000 150000.00| 350000.00000 350000.00| 110600.00000 110600.00 CONSTRUCTION LAYOUT STAKE | | | 0330 640002-001 24.000 MO | 2200.00000 52800.00| 1000.00000 24000.00| 1000.00000 24000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0335 640003-001 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0337 642001-001 6190.000 LF | 0.50000 3095.00| 1.10000 6809.00| 0.98000 6066.20 TEMPORARY BERM | | | 0340 642002-001 1305.000 LF | 10.00000 13050.00| 9.00000 11745.00| 3.00000 3915.00 SLOPE DRAIN | | | 0344 642004-001 8433.000 LB | 0.01000 84.33| 0.01000 84.33| 0.01000 84.33 SEED MIXTURE, TEMPORARY | | | 0345 642004-002 5680.000 LB | 0.60000 3408.00| 0.10000 568.00| 0.85000 4828.00 SEED MIXTURE, B | | | 0350 642004-003 5781.000 LB | 6.00000 34686.00| 6.40000 36998.40| 7.40000 42779.40 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -21 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642005-001 281.000 TN | 460.00000 129260.00| 460.00000 129260.00| 440.00000 123640.00 MULCH, STRAW OR HAY | | | 0360 642006-001 56.000 TN | 750.00000 42000.00| 250.00000 14000.00| 280.00000 15680.00 FERTILIZER | | | 0362 642008-001 400.000 LF | 10.00000 4000.00| 30.00000 12000.00| 4.00000 1600.00 TEMPORARY PIPE | | | 0363 642009-001 550.000 LF | 2.00000 1100.00| 3.00000 1650.00| 1.30000 715.00 CONTOUR DITCH | | | 0365 642010-001 211.000 TN | 25.00000 5275.00| 10.00000 2110.00| 1.00000 211.00 AGRICULTURAL LIMESTONE | | | 0367 642012-001 9150.000 LF | 3.00000 27450.00| 1.20000 10980.00| 1.50000 13725.00 SILT FENCE | | | 0370 642031-001 184.000 EA | 50.00000 9200.00| 27.00000 4968.00| 50.00000 9200.00 DITCH CHECK | | | 0375 642034-001 3240.000 CY | 6.00000 19440.00| 10.00000 32400.00| 3.60000 11664.00 SEDIMENT DAM | | | 0380 642035-001 8.000 EA | 1500.00000 12000.00| 1600.00000 12800.00| 3100.00000 24800.00 RISER | | | 0381 642036-001 9207.000 CY | 1.00000 9207.00| 4.50000 41431.50| 1.00000 9207.00 SEDIMENT REMOVAL | | | 0382 642037-001 2147.000 CY | 6.00000 12882.00| 7.00000 15029.00| 4.20000 9017.40 SEDIMENT POND | | | 0385 642050-001 2.000 EA | 500.00000 1000.00| 550.00000 1100.00| 470.00000 940.00 DEWATERING DEVICE | | | 0390 652001-001 446.000 TN | 25.00000 11150.00| 10.00000 4460.00| 10.00000 4460.00 AGRICULTURAL LIMESTONE | | | 0395 652002-001 56.000 TN | 215.00000 12040.00| 150.00000 8400.00| 300.00000 16800.00 FERTILIZER, 10-20-10 | | | 0400 652003-001 3014.000 LB | 6.10000 18385.40| 7.50000 22605.00| 8.50000 25619.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0405 652003-002 1321.000 LB | 18.00000 23778.00| 16.00000 21136.00| 15.00000 19815.00 SEED MIXTURE, D | | | 0410 652004-001 223.000 TN | 225.00000 50175.00| 150.00000 33450.00| 150.00000 33450.00 STRAW OR HAY MULCH | | | 0415 655002-001 6120.000 SY | 4.20000 25704.00| 4.25000 26010.00| 3.80000 23256.00 PERMANENT EROSION MATTING, TYPE A | | | 0420 655002-001 1038.000 SY | 4.20000 4359.60| 4.25000 4411.50| 3.80000 3944.40 PERMANENT EROSION MATTING, TYPE B | | | 0425 664001-008 8.000 EA | 3600.00000 28800.00| 3400.00000 27200.00| 3400.00000 27200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -22 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 664001-009 5.000 EA | 1000.00000 5000.00| 900.00000 4500.00| 910.00000 4550.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0433 681001-001 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2200.00000 2200.00 ASBESTOS ABATEMENT, NUMBER 6/1 | | | 0435 401001-011 AA1 1803.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1719.000 TN | 44.10000 75807.90| 42.50000 73057.50| 42.00000 72198.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 38236.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 36490.000 TN | 39.05000 1424934.50| 38.00000 1386620.00| 37.00000 1350130.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 401007-011 CC1 1748.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0460 401007-012 CC2 1668.000 TN | 44.10000 73558.80| 42.50000 70890.00| 42.00000 70056.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0465 402001-011 DD1 11837.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0470 402001-012 DD2 11298.000 TN | 44.10000 498241.80| 42.50000 480165.00| 42.00000 474516.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0475 636002-001 EE1 500.000 TN | 14.00000 7000.00| | 24.00000 12000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0480 636002-002 EE2 455.000 TN | | 25.00000 11375.00| AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0485 604002-016 FF1 6002.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 FF1 8.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -23 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604025-016 FF2 6002.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0500 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-016 FF3 6002.000 LF | 29.00000 174058.00| 44.00000 264088.00| 37.00000 222074.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-016 FF3 8.000 EA | 150.00000 1200.00| 450.00000 3600.00| 610.00000 4880.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604002-020 GG1 2366.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604025-020 GG2 2366.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0530 604028-020 GG2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0535 604076-020 GG3 2366.000 LF | 41.00000 97006.00| 65.00000 153790.00| 54.00000 127764.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0540 604028-020 GG3 2.000 EA | 300.00000 600.00| 475.00000 950.00| 1300.00000 2600.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604002-022 HH1 836.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0550 604025-022 HH2 836.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0555 604076-022 HH3 836.000 LF | 70.00000 58520.00| 57.00000 47652.00| 43.00000 35948.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604002-024 JJ1 224.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -24 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604009-024 JJ1 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0570 604025-024 JJ2 224.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0575 604028-024 JJ2 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0580 604076-024 JJ3 224.000 LF | 105.00000 23520.00| 73.00000 16352.00| 54.00000 12096.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604009-024 JJ3 1.000 EA | 500.00000 500.00| 700.00000 700.00| 1400.00000 1400.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0590 604002-026 KK1 404.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0595 604025-026 KK2 404.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0600 604076-026 KK3 404.000 LF | 95.00000 38380.00| 80.00000 32320.00| 81.00000 32724.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604002-028 LL1 1502.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604025-028 LL2 1502.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0615 604076-028 LL3 1502.000 LF | 96.00000 144192.00| 95.00000 142690.00| 74.00000 111148.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 9,325,071.04| $ 9,621,091.03| $ 9,766,619.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY LIGHTING | | | 0620 662002-001 LUMP| 56000.00000 56000.00| 52500.00000 52500.00| 47800.00000 47800.00 GALVANIZED STEEL CONDUIT 01 | | | 0625 662002-001 LUMP| 54500.00000 54500.00| 51500.00000 51500.00| 62900.00000 62900.00 GALVANIZED STEEL CONDUIT 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -25 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 662006-001 4.000 EA | 875.00000 3500.00| 830.00000 3320.00| 750.00000 3000.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0635 662006-001 7.000 EA | 750.00000 5250.00| 710.00000 4970.00| 1000.00000 7000.00 JUNCTION BOX, TYPE H, 10"X10" | | | 0640 662006-001 19.000 EA | 1100.00000 20900.00| 1050.00000 19950.00| 1300.00000 24700.00 JUNCTION BOX, TYPE H, 18"X18" | | | 0645 662007-001 2.000 EA | 1500.00000 3000.00| 1400.00000 2800.00| 1000.00000 2000.00 LUMINAIRE, 100W | | | 0650 662007-001 34.000 EA | 410.00000 13940.00| 400.00000 13600.00| 550.00000 18700.00 LUMINAIRE, 250W | | | 0655 662008-001 1.000 LS | 16500.00000 16500.00| 15500.00000 15500.00| 10100.00000 10100.00 CABLE, 01 | | | 0660 662008-001 1.000 LS | 17850.00000 17850.00| 17000.00000 17000.00| 17600.00000 17600.00 CABLE, 02 | | | 0665 662010-001 7.000 EA | 3400.00000 23800.00| 3250.00000 22750.00| 3000.00000 21000.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0670 662010-001 22.000 EA | 3675.00000 80850.00| 3500.00000 77000.00| 3300.00000 72600.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0675 662010-002 3.000 EA | 3200.00000 9600.00| 3000.00000 9000.00| 2800.00000 8400.00 LIGHTING SUPPORT, TYPE II, (40-8) | | | 0680 662013-001 LUMP| 5500.00000 5500.00| 5100.00000 5100.00| 7500.00000 7500.00 SERVICE AND CONTROL STATION, 01 | | | 0685 662013-001 LUMP| 5500.00000 5500.00| 5100.00000 5100.00| 7500.00000 7500.00 SERVICE AND CONTROL STATION, 02 | | | 0690 662014-001 LUMP| 150.00000 150.00| 130.00000 130.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK | | | 0695 662015-001 1.000 LS | 150.00000 150.00| 130.00000 130.00| 100.00000 100.00 ELECTRICAL TEST, 01 | | | 0700 662015-001 1.000 LS | 150.00000 150.00| 130.00000 130.00| 100.00000 100.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 317,140.00| $ 300,480.00| $ 312,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 0705 203001-000 LUMP| 1300.00000 1300.00| 1200.00000 1200.00| 1200.00000 1200.00 DISMANTLING STRUCTURE | | | 0710 657006-001 479.000 LF | 13.15000 6298.85| 17.50000 8382.50| 18.00000 8622.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0715 657006-005 64.000 LF | 19.00000 1216.00| 22.30000 1427.20| 22.00000 1408.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -26 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 657006-010 184.000 LF | 20.00000 3680.00| 23.50000 4324.00| 24.00000 4416.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0725 657006-015 196.000 LF | 24.25000 4753.00| 27.50000 5390.00| 28.00000 5488.00 W10X22, A-441 SUPPORT, GALVANIZED | | | 0730 657008-001 507.000 LF | 6.00000 3042.00| 4.30000 2180.10| 4.30000 2180.10 2.00 LB CHANNEL POST | | | 0735 657010-001 730.000 LF | 6.50000 4745.00| 5.60000 4088.00| 5.60000 4088.00 3.00 LB CHANNEL POST | | | 0740 657017-001 30.800 CY | 840.00000 25872.00| 700.00000 21560.00| 690.00000 21252.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0745 657018-001 21.000 EA | 265.00000 5565.00| 150.00000 3150.00| 150.00000 3150.00 POST REMOVAL | | | 0750 658001-001 42.400 CY | 790.00000 33496.00| 700.00000 29680.00| 700.00000 29680.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0755 658002-001 1.000 EA | 26775.00000 26775.00| 25000.00000 25000.00| 24800.00000 24800.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #22 | | | 0760 658002-001 1.000 EA | 25250.00000 25250.00| 23000.00000 23000.00| 23400.00000 23400.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #32 | | | 0765 658003-001 1.000 EA | 12500.00000 12500.00| 12000.00000 12000.00| 12100.00000 12100.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #36 | | | 0770 658003-001 1.000 EA | 12600.00000 12600.00| 12000.00000 12000.00| 12100.00000 12100.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #50 | | | 0775 658003-001 1.000 EA | 12600.00000 12600.00| 12000.00000 12000.00| 12100.00000 12100.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #55 | | | 0780 658003-001 1.000 EA | 12600.00000 12600.00| 12000.00000 12000.00| 12100.00000 12100.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #57 | | | 0785 659001-001 LUMP| 7700.00000 7700.00| 7300.00000 7300.00| 5500.00000 5500.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #22 | | | 0790 659001-001 LUMP| 6500.00000 6500.00| 6200.00000 6200.00| 4500.00000 4500.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #32 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -27 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0795 659001-001 LUMP| 5775.00000 5775.00| 5500.00000 5500.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #36 | | | 0800 659001-001 LUMP| 7700.00000 7700.00| 7500.00000 7500.00| 10100.00000 10100.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #50 | | | 0805 659001-001 LUMP| 7700.00000 7700.00| 7500.00000 7500.00| 9100.00000 9100.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #55 | | | 0810 659001-001 LUMP| 7700.00000 7700.00| 7300.00000 7300.00| 8000.00000 8000.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #57 | | | 0815 661001-001 646.000 SF | 14.25000 9205.50| 12.50000 8075.00| 13.00000 8398.00 0.080 IN FLAT SHEET SIGN | | | 0820 661002-001 2867.000 SF | 15.00000 43005.00| 16.50000 47305.50| 16.00000 45872.00 EXTRUDED PANEL SIGN | | | 0825 661004-001 129.000 EA | 3.25000 419.25| 3.25000 419.25| 3.30000 425.70 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0830 661004-001 6.000 EA | 3.25000 19.50| 3.25000 19.50| 3.30000 19.80 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0835 661006-001 1.000 UN | 30.00000 30.00| 35.00000 35.00| 35.00000 35.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0840 661008-001 41.000 EA | 6850.00000 280850.00| 62.00000 2542.00| 62.00000 2542.00 DELINEATOR BRACKET, TYPE C (MODIFIED) | | | 0845 661011-001 8.000 EA | 225.00000 1800.00| 350.00000 2800.00| 350.00000 2800.00 INSTALLATION OF REUSABLE SIGN | | | 0850 661013-001 148.000 EA | 28.00000 4144.00| 30.00000 4440.00| 30.00000 4440.00 PLASTIC DELINEATOR POST, WHITE | | | 0855 661013-001 19.000 EA | 30.00000 570.00| 30.00000 570.00| 30.00000 570.00 PLASTIC DELINEATOR POST, YELLOW | | | SECTION TOTALS | $ 575,411.10| $ 284,888.05| $ 284,386.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0860 663001-004 43050.000 LF | 0.12000 5166.00| 0.20000 8610.00| 0.09000 3874.50 EDGE LINE, TYPE II ,WHITE | | | 0865 663001-004 26125.000 LF | 0.12000 3135.00| 0.20000 5225.00| 0.09000 2351.25 EDGE LINE, TYPE II ,YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -28 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 663002-005 8094.000 LF | 0.13000 1052.22| 0.25000 2023.50| 0.09000 728.46 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0875 663003-005 16650.000 LF | 0.13000 2164.50| 0.20000 3330.00| 0.09000 1498.50 BARRIER LINE, TYPE II | | | 0880 663004-004 1675.000 LF | 0.25000 418.75| 0.40000 670.00| 0.25000 418.75 CHANNELIZING LINE, TYPE II | | | 0885 663005-010 246.000 LF | 12.00000 2952.00| 11.40000 2804.40| 10.00000 2460.00 STOP LINE, TYPE V (24") | | | 0890 663006-010 205.000 LF | 9.50000 1947.50| 3.50000 717.50| 3.50000 717.50 CROSSWALK LINE, TYPE V (6") | | | 0895 663007-010 1190.000 LF | 6.00000 7140.00| 11.25000 13387.50| 10.00000 11900.00 STRIPE, TYPE V ,WHITE (24") | | | 0900 663007-010 752.000 LF | 1.75000 1316.00| 5.35000 4023.20| 5.50000 4136.00 STRIPE, TYPE V ,YELLOW (12") | | | 0905 663010-010 21.000 EA | 155.00000 3255.00| 150.00000 3150.00| 150.00000 3150.00 LANE ARROW, TYPE V | | | 0910 663011-010 28.000 EA | 48.50000 1358.00| 46.00000 1288.00| 45.00000 1260.00 LANE LETTER, TYPE V | | | 0915 663012-208 400.000 EA | 19.00000 7600.00| 18.00000 7200.00| 20.00000 8000.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 37,504.97| $ 52,429.10| $ 40,494.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNAL | | | 0920 660001-001 LUMP| 9200.00000 9200.00| 8700.00000 8700.00| 7500.00000 7500.00 SIGNAL CONTROLLER 01 | | | 0925 660002-005 6.000 EA | 210.00000 1260.00| 200.00000 1200.00| 150.00000 900.00 TRAFFIC DETECTOR, LPS-C | | | 0930 660003-006 23.000 EA | 285.00000 6555.00| 270.00000 6210.00| 250.00000 5750.00 SIGNAL SECTION, V-12 | | | 0935 660004-040 2.000 EA | 7650.00000 15300.00| 7300.00000 14600.00| 7500.00000 15000.00 SIGNAL SUPPORT, C1 | | | 0940 660004-042 2.000 EA | 8850.00000 17700.00| 8400.00000 16800.00| 8500.00000 17000.00 SIGNAL SUPPORT, C1L | | | 0945 660005-010 6.000 EA | 900.00000 5400.00| 850.00000 5100.00| 750.00000 4500.00 JUNCTION BOX, TYPE H | | | 0950 660007-001 LUMP| 20000.00000 20000.00| 19000.00000 19000.00| 20100.00000 20100.00 MISCELLANEOUS SIGNAL 01 | | | 0955 662006-001 1.000 EA | 1000.00000 1000.00| 950.00000 950.00| 750.00000 750.00 JUNCTION BOX, TYPE A, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -29 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 76,415.00| $ 72,560.00| $ 71,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #10374 | | | 0960 212001-000 158.000 CY | 65.00000 10270.00| 75.00000 11850.00| 82.00000 12956.00 STRUCTURE EXCAVATION | | | 0965 212005-000 90.000 CY | 110.00000 9900.00| 90.00000 8100.00| 82.00000 7380.00 SELECT MATERIAL FOR BACKFILLING | | | 0970 218004-001 792.000 SY | 35.00000 27720.00| 30.00000 23760.00| 32.00000 25344.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0975 601002-001 289.000 CY | 500.00000 144500.00| 650.00000 187850.00| 550.00000 158950.00 CLASS B CONCRETE | | | 0980 601003-001 8.000 CY | 1100.00000 8800.00| 1400.00000 11200.00| 960.00000 7680.00 CLASS K CONCRETE | | | 0985 602001-001 48081.000 LB | 0.85000 40868.85| 0.65000 31252.65| 0.58000 27886.98 REINFORCING STEEL BAR | | | 0990 602002-001 152528.000 LB | 0.87000 132699.36| 0.70000 106769.60| 0.71000 108294.88 EPOXY COATED REINFORCING STEEL BAR | | | 0995 615001-001 1.000 LS | 695000.00000 695000.00| 518000.00000 518000.00| 620000.00000 620000.00 STEEL SUPERSTRUCTURE | | | 1000 615029-001 7.000 EA | 1500.00000 10500.00| 1000.00000 7000.00| 1600.00000 11200.00 NON-GUIDED BEARING ELASTOMERIC | | | 1005 616004-009 756.000 LF | 40.00000 30240.00| 45.00000 34020.00| 33.00000 24948.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 1010 616004-019 784.000 LF | 70.00000 54880.00| 60.00000 47040.00| 54.00000 42336.00 HP14X117 STEEL BEARING PILE, DRIVEN | | | 1015 616007-001 3.000 EA | 6000.00000 18000.00| 4800.00000 14400.00| 2000.00000 6000.00 PILE LOADING TEST -DYNAMIC | | | 1020 617003-001 636.000 LF | 60.00000 38160.00| 42.00000 26712.00| 51.00000 32436.00 ALUMINUM RAILING | | | 1025 631001-001 LUMP| 12100.00000 12100.00| 11500.00000 11500.00| 3500.00000 3500.00 ELECTRICAL WORK | | | 1030 639001-001 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 17100.00000 17100.00 CONSTRUCTION LAYOUT STAKE | | | 1035 679006-001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 3100.00000 3100.00 TEST SLAB | | | 1040 601003-001 AC1 676.000 CY | | | CLASS K CONCRETE | | | 1045 679002-001 AC1 133.000 CY | | | SPECIALIZED CONCRETE OVERLAY LATEX ONLY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -30 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 601003-001 AC2 44.000 CY | 575.00000 25300.00| 1050.00000 46200.00| 560.00000 24640.00 CLASS K CONCRETE | | | 1055 601009-001 AC2 737.000 CY | 500.00000 368500.00| 540.00000 397980.00| 470.00000 346390.00 CLASS H CONCRETE | | | 1060 626002-001 AE1 6010.000 SF | 40.00000 240400.00| | 48.00000 288480.00 MSE RETAINING WALL, RETAINED EARTH | | | 1065 626002-002 AE2 6010.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1070 626002-003 AE3 6010.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1075 626002-004 AE4 6010.000 SF | | 51.00000 306510.00| MSE RETAINING WALL, MSE PLUS | | | 1076 626002-005 AE5 6010.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,879,838.21| $ 1,817,644.25| $ 1,768,621.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 1080 601001-001 20.000 CY | 200.00000 4000.00| 270.00000 5400.00| 280.00000 5600.00 CLASS A CONCRETE | | | 1085 604052-004 3600.000 LF | 27.50000 99000.00| 46.00000 165600.00| 22.00000 79200.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 1090 639001-001 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1095 670009-200 12.000 EA | 600.00000 7200.00| 750.00000 9000.00| 580.00000 6960.00 6 INCH GATE VALVE AND VALVE BOX | | | 1100 670013-200 6.000 EA | 1800.00000 10800.00| 2600.00000 15600.00| 2400.00000 14400.00 6 INCH FIRE HYDRANT | | | 1105 670021-040 145.000 LF | 20.00000 2900.00| 26.00000 3770.00| 33.00000 4785.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 125,900.00| $ 204,370.00| $ 113,445.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1110 640004-001 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 2300.00000 2300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,000.00| $ 2,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -31 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1428005 |(5) 34-0420560 |(6) 55-0487806 |CAST & BAKER CORPORATION |NATIONAL ENGINEERING & CONTR|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1115 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,343,080.32| $ 12,357,262.43| $ 12,360,167.68 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -32 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 490091.56000 490091.56| 725000.00000 725000.00| 750000.00000 750000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5600.00000 5600.00| 5670.00000 5670.00| 5670.00000 5670.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 202002-000 LUMP| 1500.00000 1500.00| 500.00000 500.00| 500.00000 500.00 WATER WELL ABANDONMENT NUMBER, 6/1 | | | 0020 202003-000 LUMP| 850.00000 850.00| 750.00000 750.00| 750.00000 750.00 SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0022 204001-000 LUMP| 392000.00000 392000.00| 375000.00000 375000.00| 400000.00000 400000.00 MOBILIZATION | | | 0025 207001-001 822914.000 CY | 4.10000 3373947.40| 2.70000 2221867.80| 4.25000 3497384.50 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 11156.000 CY | 28.50000 317946.00| 32.00000 356992.00| 42.00000 468552.00 SUBGRADE | | | 0035 207033-000 1522.000 SY | 1.45000 2206.90| 1.30000 1978.60| 1.50000 2283.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0040 207034-000 72495.000 SY | 0.90000 65245.50| 1.00000 72495.00| 1.00000 72495.00 FABRIC FOR SEPARATION | | | 0045 211002-000 36713.000 CY | 0.01000 367.13| 17.30000 635134.90| 20.00000 734260.00 ROCK BORROW EXCAVATION | | | 0047 212005-000 8.000 CY | 50.00000 400.00| 145.00000 1160.00| 75.00000 600.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 914.000 CY | 36.00000 32904.00| 37.50000 34275.00| 42.50000 38845.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 307001-000 1780.000 CY | 40.00000 71200.00| 41.00000 72980.00| 48.00000 85440.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 8100.000 CY | 49.20000 398520.00| 49.20000 398520.00| 49.20000 398520.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 21371.000 GA | 0.50000 10685.50| 0.50000 10685.50| 0.50000 10685.50 BITUMINOUS MATERIAL | | | 0070 415005-001 70795.000 SY | 0.60000 42477.00| 0.75000 53096.25| 0.75000 53096.25 REMOVE EXISTING PAVEMENT SURFACE | | | 0075 501001-006 34.000 SY | 70.00000 2380.00| 80.00000 2720.00| 200.00000 6800.00 6 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 502001-012 350.000 SY | 155.00000 54250.00| 100.00000 35000.00| 165.00000 57750.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -33 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 81.000 CY | 1300.00000 105300.00| 1400.00000 113400.00| 1500.00000 121500.00 CLASS B CONCRETE | | | 0090 604002-026 684.000 LF | 68.00000 46512.00| 85.00000 58140.00| 50.00000 34200.00 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0095 604052-004 1371.000 LF | 7.70000 10556.70| 8.00000 10968.00| 8.00000 10968.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 0100 605001-001 10.000 EA | 3850.00000 38500.00| 3900.00000 39000.00| 3200.00000 32000.00 TYPE A MANHOLE | | | 0105 605004-001 13.000 EA | 1680.00000 21840.00| 2660.00000 34580.00| 1600.00000 20800.00 TYPE B INLET | | | 0110 605009-001 27.000 EA | 1630.00000 44010.00| 2710.00000 73170.00| 1800.00000 48600.00 TYPE G INLET | | | 0115 605012-001 5.000 EA | 1000.00000 5000.00| 1600.00000 8000.00| 1800.00000 9000.00 ADJUST INLET TYPE G | | | 0120 606020-001 2354.000 LF | 6.00000 14124.00| 6.30000 14830.20| 6.00000 14124.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0125 606029-001 25251.000 LF | 5.80000 146455.80| 6.10000 154031.10| 5.80000 146455.80 FREE DRAINING BASE TRENCH | | | 0130 606030-001 8251.000 LF | 8.50000 70133.50| 9.00000 74259.00| 8.37000 69060.87 OUTLET PIPE | | | 0135 607001-001 12875.000 LF | 8.00000 103000.00| 8.35000 107506.25| 7.95000 102356.25 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 1412.500 LF | 6.50000 9181.25| 6.50000 9181.25| 6.50000 9181.25 TYPE 1 GUARDRAIL, CLASS III | | | 0145 607005-001 1562.500 LF | 9.50000 14843.75| 12.75000 19921.88| 9.50000 14843.75 TYPE 5 GUARDRAIL, CLASS I | | | 0150 607006-001 9.000 EA | 825.00000 7425.00| 725.00000 6525.00| 825.00000 7425.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607009-001 470.000 LF | 3.00000 1410.00| 4.00000 1880.00| 3.00000 1410.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0160 607010-020 8383.000 LF | 1.00000 8383.00| 1.00000 8383.00| 1.00000 8383.00 GUARDRAIL REMOVAL | | | 0165 607030-001 17.000 EA | 375.00000 6375.00| 400.00000 6800.00| 375.00000 6375.00 SPECIAL TRAILING END TERMINAL | | | 0170 607065-001 14.000 EA | 1050.00000 14700.00| 1060.00000 14840.00| 1050.00000 14700.00 FLARED END TERMINAL | | | 0175 607067-001 6.000 EA | 2400.00000 14400.00| 2800.00000 16800.00| 2400.00000 14400.00 DOUBLE FACED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -34 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 608002-001 8019.000 LF | 7.50000 60142.50| 8.40000 67359.60| 7.50000 60142.50 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0185 609001-001 88.000 SY | 35.00000 3080.00| 56.00000 4928.00| 32.00000 2816.00 CONCRETE SIDEWALK | | | 0190 609002-001 21.000 CY | 86.00000 1806.00| 50.00000 1050.00| 40.00000 840.00 BED COURSE MATERIAL | | | 0195 609005-001 2.000 EA | 710.00000 1420.00| 700.00000 1400.00| 500.00000 1000.00 SIDEWALK RAMP | | | 0200 610001-001 26.000 LF | 55.00000 1430.00| 35.00000 910.00| 30.00000 780.00 PLAIN CONCRETE CURBING, TYPE I | | | 0205 610003-001 8.000 LF | 65.00000 520.00| 50.00000 400.00| 45.00000 360.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0210 610003-002 196.000 LF | 40.00000 7840.00| 40.00000 7840.00| 37.00000 7252.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0215 610021-001 4175.000 LF | 55.00000 229625.00| 49.00000 204575.00| 46.00000 192050.00 SINGLE FACED BARRIER TYPE A | | | 0220 633001-001 1163.000 SY | 90.00000 104670.00| 71.00000 82573.00| 100.00000 116300.00 CONCRETE GUTTER | | | 0225 633003-001 281.000 CY | 67.00000 18827.00| 42.00000 11802.00| 50.00000 14050.00 DUMPED ROCK GUTTER | | | 0230 636007-001 41000.000 LF | 0.75000 30750.00| 0.75000 30750.00| 0.65000 26650.00 ERADICATION OF PAVEMENT MARKING | | | 0235 636008-001 51000.000 LF | 0.14000 7140.00| 0.14000 7140.00| 0.10000 5100.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0240 636009-001 131000.000 LF | 1.05000 137550.00| 1.05000 137550.00| 0.97000 127070.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0245 636011-001 77000.000 UN | 1.29000 99330.00| 1.29000 99330.00| 0.78000 60060.00 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 4.000 EA | 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 500.000 EA | 3.50000 1750.00| 3.50000 1750.00| 2.50000 1250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 600.000 HR | 39.00000 23400.00| 48.00000 28800.00| 58.00000 34800.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -35 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 636014-002 150.000 HR | 40.00000 6000.00| 39.00000 5850.00| 40.00000 6000.00 TRAFFIC DIRECTOR | | | 0270 636017-001 17400.000 LF | 18.50000 321900.00| 20.75000 361050.00| 20.00000 348000.00 TEMPORARY CONCRETE BARRIER | | | 0275 636018-001 3400.000 LF | 3.00000 10200.00| 4.00000 13600.00| 5.00000 17000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0280 636021-001 100.000 DA | 15.00000 1500.00| 15.00000 1500.00| 10.00000 1000.00 ELECTRIC ARROW | | | 0285 636022-001 2190.000 DA | 32.00000 70080.00| 32.00000 70080.00| 45.00000 98550.00 CHANGAEBLE MESSAGE SIGN | | | 0290 636025-001 14600.000 DA | 1.20000 17520.00| 1.20000 17520.00| 1.00000 14600.00 WARNING LIGHTS, TYPE B | | | 0295 636025-001 21000.000 DA | 0.45000 9450.00| 0.45000 9450.00| 0.45000 9450.00 WARNING LIGHTS, TYPE C | | | 0300 636028-001 15.000 DA | 200.00000 3000.00| 170.00000 2550.00| 80.00000 1200.00 SHADOW VEHICLE | | | 0305 636030-001 1100.000 DA | 17.00000 18700.00| 17.00000 18700.00| 27.00000 29700.00 SPEED MONITORING TRAILER | | | 0310 637001-001 100.000 MG | 50.00000 5000.00| 12.00000 1200.00| 200.00000 20000.00 WATER FOR DUST PALLIATIVE | | | 0315 638002-001 55.000 EA | 40.00000 2200.00| 33.00000 1815.00| 55.00000 3025.00 RIGHT OF WAY MARKER | | | 0320 638003-001 1.000 EA | 240.00000 240.00| 155.00000 155.00| 250.00000 250.00 SURVEY MARKER | | | 0325 639001-001 LUMP| 100000.00000 100000.00| 230000.00000 230000.00| 80000.00000 80000.00 CONSTRUCTION LAYOUT STAKE | | | 0330 640002-001 24.000 MO | 1540.00000 36960.00| 1475.00000 35400.00| 2500.00000 60000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0335 640003-001 LUMP| 1500.00000 1500.00| 3750.00000 3750.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0337 642001-001 6190.000 LF | 0.50000 3095.00| 0.45000 2785.50| 0.01000 61.90 TEMPORARY BERM | | | 0340 642002-001 1305.000 LF | 11.00000 14355.00| 8.00000 10440.00| 8.00000 10440.00 SLOPE DRAIN | | | 0344 642004-001 8433.000 LB | 0.01000 84.33| 0.01000 84.33| 0.01000 84.33 SEED MIXTURE, TEMPORARY | | | 0345 642004-002 5680.000 LB | 0.85000 4828.00| 0.85000 4828.00| 0.10000 568.00 SEED MIXTURE, B | | | 0350 642004-003 5781.000 LB | 7.36000 42548.16| 7.36000 42548.16| 6.40000 36998.40 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -36 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642005-001 281.000 TN | 440.00000 123640.00| 440.00000 123640.00| 460.00000 129260.00 MULCH, STRAW OR HAY | | | 0360 642006-001 56.000 TN | 280.00000 15680.00| 280.00000 15680.00| 250.00000 14000.00 FERTILIZER | | | 0362 642008-001 400.000 LF | 14.00000 5600.00| 29.00000 11600.00| 20.00000 8000.00 TEMPORARY PIPE | | | 0363 642009-001 550.000 LF | 0.40000 220.00| 0.60000 330.00| 0.70000 385.00 CONTOUR DITCH | | | 0365 642010-001 211.000 TN | 1.00000 211.00| 1.00000 211.00| 10.00000 2110.00 AGRICULTURAL LIMESTONE | | | 0367 642012-001 9150.000 LF | 2.10000 19215.00| 2.60000 23790.00| 2.50000 22875.00 SILT FENCE | | | 0370 642031-001 184.000 EA | 95.00000 17480.00| 85.00000 15640.00| 55.00000 10120.00 DITCH CHECK | | | 0375 642034-001 3240.000 CY | 4.40000 14256.00| 2.75000 8910.00| 10.00000 32400.00 SEDIMENT DAM | | | 0380 642035-001 8.000 EA | 2200.00000 17600.00| 4000.00000 32000.00| 3000.00000 24000.00 RISER | | | 0381 642036-001 9207.000 CY | 0.01000 92.07| 0.01000 92.07| 0.01000 92.07 SEDIMENT REMOVAL | | | 0382 642037-001 2147.000 CY | 3.50000 7514.50| 4.00000 8588.00| 10.00000 21470.00 SEDIMENT POND | | | 0385 642050-001 2.000 EA | 300.00000 600.00| 200.00000 400.00| 800.00000 1600.00 DEWATERING DEVICE | | | 0390 652001-001 446.000 TN | 10.00000 4460.00| 10.00000 4460.00| 10.00000 4460.00 AGRICULTURAL LIMESTONE | | | 0395 652002-001 56.000 TN | 300.00000 16800.00| 300.00000 16800.00| 150.00000 8400.00 FERTILIZER, 10-20-10 | | | 0400 652003-001 3014.000 LB | 8.50000 25619.00| 8.49000 25588.86| 7.50000 22605.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0405 652003-002 1321.000 LB | 15.00000 19815.00| 14.95000 19748.95| 16.10000 21268.10 SEED MIXTURE, D | | | 0410 652004-001 223.000 TN | 150.00000 33450.00| 150.00000 33450.00| 150.00000 33450.00 STRAW OR HAY MULCH | | | 0415 655002-001 6120.000 SY | 3.80000 23256.00| 3.80000 23256.00| 4.25000 26010.00 PERMANENT EROSION MATTING, TYPE A | | | 0420 655002-001 1038.000 SY | 3.80000 3944.40| 3.80000 3944.40| 4.25000 4411.50 PERMANENT EROSION MATTING, TYPE B | | | 0425 664001-008 8.000 EA | 3400.00000 27200.00| 3600.00000 28800.00| 3400.00000 27200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -37 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 664001-009 5.000 EA | 900.00000 4500.00| 900.00000 4500.00| 900.00000 4500.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0433 681001-001 LUMP| 3300.00000 3300.00| 2200.00000 2200.00| 2200.00000 2200.00 ASBESTOS ABATEMENT, NUMBER 6/1 | | | 0435 401001-011 AA1 1803.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1719.000 TN | 42.00000 72198.00| 42.00000 72198.00| 42.00000 72198.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 38236.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 36490.000 TN | 37.20000 1357428.00| 37.20000 1357428.00| 37.20000 1357428.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 401007-011 CC1 1748.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0460 401007-012 CC2 1668.000 TN | 42.00000 70056.00| 42.00000 70056.00| 42.00000 70056.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0465 402001-011 DD1 11837.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0470 402001-012 DD2 11298.000 TN | 42.00000 474516.00| 42.00000 474516.00| 42.00000 474516.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0475 636002-001 EE1 500.000 TN | | 18.00000 9000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0480 636002-002 EE2 455.000 TN | 21.50000 9782.50| | 23.00000 10465.00 AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0485 604002-016 FF1 6002.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 FF1 8.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -38 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604025-016 FF2 6002.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0500 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-016 FF3 6002.000 LF | 45.80000 274891.60| 35.00000 210070.00| 35.00000 210070.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-016 FF3 8.000 EA | 170.00000 1360.00| 112.00000 896.00| 300.00000 2400.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604002-020 GG1 2366.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604025-020 GG2 2366.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0530 604028-020 GG2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0535 604076-020 GG3 2366.000 LF | 58.00000 137228.00| 44.00000 104104.00| 40.00000 94640.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0540 604028-020 GG3 2.000 EA | 322.00000 644.00| 135.00000 270.00| 450.00000 900.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604002-022 HH1 836.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0550 604025-022 HH2 836.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0555 604076-022 HH3 836.000 LF | 49.00000 40964.00| 53.00000 44308.00| 45.00000 37620.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604002-024 JJ1 224.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -39 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604009-024 JJ1 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0570 604025-024 JJ2 224.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0575 604028-024 JJ2 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0580 604076-024 JJ3 224.000 LF | 67.00000 15008.00| 63.00000 14112.00| 50.00000 11200.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604009-024 JJ3 1.000 EA | 500.00000 500.00| 345.00000 345.00| 550.00000 550.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0590 604002-026 KK1 404.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0595 604025-026 KK2 404.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0600 604076-026 KK3 404.000 LF | 89.00000 35956.00| 70.00000 28280.00| 60.00000 24240.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604002-028 LL1 1502.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604025-028 LL2 1502.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0615 604076-028 LL3 1502.000 LF | 76.00000 114152.00| 80.00000 120160.00| 65.00000 97630.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 10,333,699.05| $ 10,208,276.60| $ 11,547,991.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY LIGHTING | | | 0620 662002-001 LUMP| 52600.00000 52600.00| 52600.00000 52600.00| 52600.00000 52600.00 GALVANIZED STEEL CONDUIT 01 | | | 0625 662002-001 LUMP| 51600.00000 51600.00| 51600.00000 51600.00| 51600.00000 51600.00 GALVANIZED STEEL CONDUIT 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -40 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 662006-001 4.000 EA | 830.00000 3320.00| 830.00000 3320.00| 830.00000 3320.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0635 662006-001 7.000 EA | 710.00000 4970.00| 710.00000 4970.00| 710.00000 4970.00 JUNCTION BOX, TYPE H, 10"X10" | | | 0640 662006-001 19.000 EA | 1050.00000 19950.00| 1050.00000 19950.00| 1050.00000 19950.00 JUNCTION BOX, TYPE H, 18"X18" | | | 0645 662007-001 2.000 EA | 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00 LUMINAIRE, 100W | | | 0650 662007-001 34.000 EA | 390.00000 13260.00| 390.00000 13260.00| 390.00000 13260.00 LUMINAIRE, 250W | | | 0655 662008-001 1.000 LS | 15700.00000 15700.00| 15700.00000 15700.00| 15700.00000 15700.00 CABLE, 01 | | | 0660 662008-001 1.000 LS | 17000.00000 17000.00| 17000.00000 17000.00| 17000.00000 17000.00 CABLE, 02 | | | 0665 662010-001 7.000 EA | 3250.00000 22750.00| 3250.00000 22750.00| 3250.00000 22750.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0670 662010-001 22.000 EA | 3500.00000 77000.00| 3500.00000 77000.00| 3500.00000 77000.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0675 662010-002 3.000 EA | 3000.00000 9000.00| 3000.00000 9000.00| 3000.00000 9000.00 LIGHTING SUPPORT, TYPE II, (40-8) | | | 0680 662013-001 LUMP| 5100.00000 5100.00| 5100.00000 5100.00| 5100.00000 5100.00 SERVICE AND CONTROL STATION, 01 | | | 0685 662013-001 LUMP| 5100.00000 5100.00| 5100.00000 5100.00| 5100.00000 5100.00 SERVICE AND CONTROL STATION, 02 | | | 0690 662014-001 LUMP| 130.00000 130.00| 130.00000 130.00| 130.00000 130.00 INCIDENTAL ELECTRICAL WORK | | | 0695 662015-001 1.000 LS | 130.00000 130.00| 130.00000 130.00| 130.00000 130.00 ELECTRICAL TEST, 01 | | | 0700 662015-001 1.000 LS | 130.00000 130.00| 130.00000 130.00| 130.00000 130.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 300,540.00| $ 300,540.00| $ 300,540.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 0705 203001-000 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 DISMANTLING STRUCTURE | | | 0710 657006-001 479.000 LF | 12.50000 5987.50| 17.50000 8382.50| 17.50000 8382.50 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0715 657006-005 64.000 LF | 17.50000 1120.00| 22.30000 1427.20| 22.30000 1427.20 W6X12, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -41 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 657006-010 184.000 LF | 18.80000 3459.20| 23.50000 4324.00| 23.50000 4324.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0725 657006-015 196.000 LF | 23.00000 4508.00| 27.50000 5390.00| 27.50000 5390.00 W10X22, A-441 SUPPORT, GALVANIZED | | | 0730 657008-001 507.000 LF | 5.50000 2788.50| 4.30000 2180.10| 4.30000 2180.10 2.00 LB CHANNEL POST | | | 0735 657010-001 730.000 LF | 6.00000 4380.00| 5.60000 4088.00| 5.60000 4088.00 3.00 LB CHANNEL POST | | | 0740 657017-001 30.800 CY | 800.00000 24640.00| 690.00000 21252.00| 690.00000 21252.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0745 657018-001 21.000 EA | 250.00000 5250.00| 145.00000 3045.00| 145.00000 3045.00 POST REMOVAL | | | 0750 658001-001 42.400 CY | 750.00000 31800.00| 700.00000 29680.00| 700.00000 29680.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0755 658002-001 1.000 EA | 25500.00000 25500.00| 24700.00000 24700.00| 24700.00000 24700.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #22 | | | 0760 658002-001 1.000 EA | 24000.00000 24000.00| 23300.00000 23300.00| 23300.00000 23300.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ASSEMBLY #32 | | | 0765 658003-001 1.000 EA | 11820.00000 11820.00| 12000.00000 12000.00| 12000.00000 12000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #36 | | | 0770 658003-001 1.000 EA | 12050.00000 12050.00| 12000.00000 12000.00| 12000.00000 12000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #50 | | | 0775 658003-001 1.000 EA | 12050.00000 12050.00| 12000.00000 12000.00| 12000.00000 12000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #55 | | | 0780 658003-001 1.000 EA | 12050.00000 12050.00| 12000.00000 12000.00| 12000.00000 12000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | ASSEMBLY #57 | | | 0785 659001-001 LUMP| 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #22 | | | 0790 659001-001 LUMP| 6250.00000 6250.00| 6250.00000 6250.00| 6250.00000 6250.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #32 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -42 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0795 659001-001 LUMP| 5500.00000 5500.00| 5500.00000 5500.00| 5500.00000 5500.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #36 | | | 0800 659001-001 LUMP| 7400.00000 7400.00| 7400.00000 7400.00| 7400.00000 7400.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #50 | | | 0805 659001-001 LUMP| 7400.00000 7400.00| 7400.00000 7400.00| 7400.00000 7400.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #55 | | | 0810 659001-001 LUMP| 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00 SIGN LIGHTING, TYPE 3 ,250W, ASSEMBLY | | | #57 | | | 0815 661001-001 646.000 SF | 13.50000 8721.00| 12.50000 8075.00| 12.50000 8075.00 0.080 IN FLAT SHEET SIGN | | | 0820 661002-001 2867.000 SF | 14.20000 40711.40| 16.20000 46445.40| 16.20000 46445.40 EXTRUDED PANEL SIGN | | | 0825 661004-001 129.000 EA | 5.00000 645.00| 3.25000 419.25| 3.25000 419.25 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0830 661004-001 6.000 EA | 5.00000 30.00| 3.25000 19.50| 3.25000 19.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0835 661006-001 1.000 UN | 35.00000 35.00| 35.00000 35.00| 35.00000 35.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0840 661008-001 41.000 EA | 65.00000 2665.00| 62.00000 2542.00| 62.00000 2542.00 DELINEATOR BRACKET, TYPE C (MODIFIED) | | | 0845 661011-001 8.000 EA | 200.00000 1600.00| 350.00000 2800.00| 350.00000 2800.00 INSTALLATION OF REUSABLE SIGN | | | 0850 661013-001 148.000 EA | 35.00000 5180.00| 30.00000 4440.00| 30.00000 4440.00 PLASTIC DELINEATOR POST, WHITE | | | 0855 661013-001 19.000 EA | 35.00000 665.00| 30.00000 570.00| 30.00000 570.00 PLASTIC DELINEATOR POST, YELLOW | | | SECTION TOTALS | $ 284,005.60| $ 283,464.95| $ 283,464.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0860 663001-004 43050.000 LF | 0.14000 6027.00| 0.14000 6027.00| 0.14000 6027.00 EDGE LINE, TYPE II ,WHITE | | | 0865 663001-004 26125.000 LF | 0.14000 3657.50| 0.14000 3657.50| 0.14000 3657.50 EDGE LINE, TYPE II ,YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -43 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 663002-005 8094.000 LF | 0.15000 1214.10| 0.15000 1214.10| 0.15000 1214.10 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0875 663003-005 16650.000 LF | 0.15000 2497.50| 0.15000 2497.50| 0.15000 2497.50 BARRIER LINE, TYPE II | | | 0880 663004-004 1675.000 LF | 0.25000 418.75| 0.25000 418.75| 0.25000 418.75 CHANNELIZING LINE, TYPE II | | | 0885 663005-010 246.000 LF | 13.00000 3198.00| 13.00000 3198.00| 13.00000 3198.00 STOP LINE, TYPE V (24") | | | 0890 663006-010 205.000 LF | 11.00000 2255.00| 11.00000 2255.00| 11.00000 2255.00 CROSSWALK LINE, TYPE V (6") | | | 0895 663007-010 1190.000 LF | 6.10000 7259.00| 6.10000 7259.00| 6.10000 7259.00 STRIPE, TYPE V ,WHITE (24") | | | 0900 663007-010 752.000 LF | 2.00000 1504.00| 2.00000 1504.00| 2.00000 1504.00 STRIPE, TYPE V ,YELLOW (12") | | | 0905 663010-010 21.000 EA | 150.00000 3150.00| 150.00000 3150.00| 150.00000 3150.00 LANE ARROW, TYPE V | | | 0910 663011-010 28.000 EA | 50.00000 1400.00| 50.00000 1400.00| 50.00000 1400.00 LANE LETTER, TYPE V | | | 0915 663012-208 400.000 EA | 18.00000 7200.00| 21.00000 8400.00| 23.46000 9384.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 39,780.85| $ 40,980.85| $ 41,964.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNAL | | | 0920 660001-001 LUMP| 8700.00000 8700.00| 8700.00000 8700.00| 8700.00000 8700.00 SIGNAL CONTROLLER 01 | | | 0925 660002-005 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 200.00000 1200.00 TRAFFIC DETECTOR, LPS-C | | | 0930 660003-006 23.000 EA | 270.00000 6210.00| 270.00000 6210.00| 270.00000 6210.00 SIGNAL SECTION, V-12 | | | 0935 660004-040 2.000 EA | 7300.00000 14600.00| 7300.00000 14600.00| 7300.00000 14600.00 SIGNAL SUPPORT, C1 | | | 0940 660004-042 2.000 EA | 8400.00000 16800.00| 8400.00000 16800.00| 8400.00000 16800.00 SIGNAL SUPPORT, C1L | | | 0945 660005-010 6.000 EA | 850.00000 5100.00| 850.00000 5100.00| 850.00000 5100.00 JUNCTION BOX, TYPE H | | | 0950 660007-001 LUMP| 19250.00000 19250.00| 19250.00000 19250.00| 19250.00000 19250.00 MISCELLANEOUS SIGNAL 01 | | | 0955 662006-001 1.000 EA | 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 JUNCTION BOX, TYPE A, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -44 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 72,810.00| $ 72,810.00| $ 72,810.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #10374 | | | 0960 212001-000 158.000 CY | 65.00000 10270.00| 25.00000 3950.00| 28.00000 4424.00 STRUCTURE EXCAVATION | | | 0965 212005-000 90.000 CY | 110.00000 9900.00| 80.00000 7200.00| 55.00000 4950.00 SELECT MATERIAL FOR BACKFILLING | | | 0970 218004-001 792.000 SY | 35.00000 27720.00| 22.00000 17424.00| 37.00000 29304.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0975 601002-001 289.000 CY | 470.00000 135830.00| 500.00000 144500.00| 425.00000 122825.00 CLASS B CONCRETE | | | 0980 601003-001 8.000 CY | 1000.00000 8000.00| 1400.00000 11200.00| 930.00000 7440.00 CLASS K CONCRETE | | | 0985 602001-001 48081.000 LB | 0.74000 35579.94| 0.75000 36060.75| 0.70000 33656.70 REINFORCING STEEL BAR | | | 0990 602002-001 152528.000 LB | 0.77000 117446.56| 0.85000 129648.80| 0.80000 122022.40 EPOXY COATED REINFORCING STEEL BAR | | | 0995 615001-001 1.000 LS | 642200.00000 642200.00| 729000.00000 729000.00| 431000.00000 431000.00 STEEL SUPERSTRUCTURE | | | 1000 615029-001 7.000 EA | 1530.00000 10710.00| 2700.00000 18900.00| 2000.00000 14000.00 NON-GUIDED BEARING ELASTOMERIC | | | 1005 616004-009 756.000 LF | 36.00000 27216.00| 45.00000 34020.00| 50.00000 37800.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 1010 616004-019 784.000 LF | 68.00000 53312.00| 75.00000 58800.00| 55.00000 43120.00 HP14X117 STEEL BEARING PILE, DRIVEN | | | 1015 616007-001 3.000 EA | 5300.00000 15900.00| 3700.00000 11100.00| 3500.00000 10500.00 PILE LOADING TEST -DYNAMIC | | | 1020 617003-001 636.000 LF | 55.00000 34980.00| 50.00000 31800.00| 50.00000 31800.00 ALUMINUM RAILING | | | 1025 631001-001 LUMP| 11500.00000 11500.00| 12500.00000 12500.00| 11500.00000 11500.00 ELECTRICAL WORK | | | 1030 639001-001 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1035 679006-001 LUMP| 500.00000 500.00| 10000.00000 10000.00| 4000.00000 4000.00 TEST SLAB | | | 1040 601003-001 AC1 676.000 CY | | | CLASS K CONCRETE | | | 1045 679002-001 AC1 133.000 CY | | | SPECIALIZED CONCRETE OVERLAY LATEX ONLY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -45 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 601003-001 AC2 44.000 CY | 570.00000 25080.00| 840.00000 36960.00| 1100.00000 48400.00 CLASS K CONCRETE | | | 1055 601009-001 AC2 737.000 CY | 480.00000 353760.00| 485.00000 357445.00| 450.00000 331650.00 CLASS H CONCRETE | | | 1060 626002-001 AE1 6010.000 SF | 37.50000 225375.00| | 43.00000 258430.00 MSE RETAINING WALL, RETAINED EARTH | | | 1065 626002-002 AE2 6010.000 SF | | 42.00000 252420.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1070 626002-003 AE3 6010.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1075 626002-004 AE4 6010.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1076 626002-005 AE5 6010.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,760,279.50| $ 1,914,928.55| $ 1,556,822.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 1080 601001-001 20.000 CY | 280.00000 5600.00| 280.00000 5600.00| 400.00000 8000.00 CLASS A CONCRETE | | | 1085 604052-004 3600.000 LF | 22.00000 79200.00| 24.00000 86400.00| 30.00000 108000.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 1090 639001-001 LUMP| 15000.00000 15000.00| 2700.00000 2700.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1095 670009-200 12.000 EA | 575.00000 6900.00| 575.00000 6900.00| 600.00000 7200.00 6 INCH GATE VALVE AND VALVE BOX | | | 1100 670013-200 6.000 EA | 2400.00000 14400.00| 2400.00000 14400.00| 3000.00000 18000.00 6 INCH FIRE HYDRANT | | | 1105 670021-040 145.000 LF | 33.00000 4785.00| 33.00000 4785.00| 22.00000 3190.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 125,885.00| $ 120,785.00| $ 146,390.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1110 640004-001 LUMP| 4200.00000 4200.00| 7600.00000 7600.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,200.00| $ 7,600.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 015 -46 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0119341 COUNTIES : OHIO LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 55-0345840 |(9) 25-1021993 |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1115 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,922,000.00| $ 12,950,185.95| $ 13,955,783.87 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0210142 COUNTIES : KANAWHA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WV 61 MACCORKLE AVENUE PROJECT(S) : S320-0061/00-019.25 00 0STP 0061 041 E00 LOCATION: 1.8 MI S DAYS INN - JCT 53RD STR 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 505,922.10 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 574,350.00 113.5253% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0210142 COUNTIES : KANAWHA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 18600.00000 18600.00| 44271.19000 44271.19| MOBILIZATION | | | 0010 204003-000 1.000 EA | 150.00000 150.00| 150.00000 150.00| MOBILIZATION, PER PERM. | | | 0015 204003-000 2.000 EA | 150.00000 300.00| 550.00000 1100.00| MOBILIZATION, PER TEMP | | | 0020 229001-000 1.680 MI | 4500.00000 7560.00| 8000.00000 13440.00| SHOULDER AND DITCH | | | 0025 240001-000 520.000 LF | 24.00000 12480.00| 25.00000 13000.00| CLEAN CULVERT | | | 0030 240002-000 18.000 EA | 300.00000 5400.00| 232.00000 4176.00| CLEAN INLET | | | 0035 408002-001 2155.000 GA | 1.00000 2155.00| 0.50000 1077.50| BITUMINOUS MATERIAL | | | 0040 415005-001 9515.000 SY | 1.35000 12845.25| 2.35000 22360.25| REMOVE EXISTING PAVEMENT SURFACE | | | 0045 607001-001 487.500 LF | 10.90000 5313.75| 14.00000 6825.00| TYPE 1 GUARDRAIL, CLASS I | | | 0050 607006-001 2.000 EA | 750.00000 1500.00| 880.00000 1760.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607010-020 712.500 LF | 1.10000 783.75| 1.75000 1246.88| GUARDRAIL REMOVAL | | | 0060 607065-001 11.000 EA | 1080.00000 11880.00| 1200.00000 13200.00| FLARED END TERMINAL | | | 0065 607066-001 1.000 EA | 1390.00000 1390.00| 1600.00000 1600.00| TANGENT END TERMINAL | | | 0070 636011-001 21220.000 UN | 0.25000 5305.00| 0.85000 18037.00| TRAFFIC CONTROL DEVICE | | | 0075 636014-001 888.000 HR | 48.00000 42624.00| 43.00000 38184.00| FLAGGER | | | 0080 636021-001 111.000 DA | 15.00000 1665.00| 12.00000 1332.00| ELECTRIC ARROW | | | 0085 636022-001 94.000 DA | 65.00000 6110.00| 65.00000 6110.00| CHANGAEBLE MESSAGE SIGN | | | 0090 642031-001 32.000 EA | 5.00000 160.00| 80.00000 2560.00| DITCH CHECK | | | 0095 652002-001 0.470 TN | 6000.00000 2820.00| 6000.00000 2820.00| FERTILIZER, 10-20-10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0210142 COUNTIES : KANAWHA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 652003-001 298.000 LB | 9.00000 2682.00| 9.00000 2682.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0105 652004-002 4.700 TN | 100.00000 470.00| 100.00000 470.00| WOOD CELLULOSE FIBER MULCH | | | 0125 660007-001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| MISCELLANEOUS SIGNAL (03) | | | 0130 660007-001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| MISCELLANEOUS SIGNAL (04) | | | 0135 660007-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| MISCELLANEOUS SIGNAL (05) | | | 0140 662015-001 1.000 LS | 250.00000 250.00| 250.00000 250.00| ELECTRICAL TEST, | | | 0145 663001-005 13.340 MI | 400.00000 5336.00| 550.00000 7337.00| EDGE LINE, TYPE II WHITE | | | 0150 663001-005 5.890 MI | 400.00000 2356.00| 550.00000 3239.50| EDGE LINE, TYPE II YELLOW | | | 0155 663002-004 1.470 MI | 400.00000 588.00| 550.00000 808.50| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0160 663002-004 1.860 MI | 400.00000 744.00| 575.00000 1069.50| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0165 663003-005 39336.000 LF | 0.10000 3933.60| 0.13000 5113.68| BARRIER LINE, TYPE II YELLOW | | | 0170 663004-011 3623.000 LF | 4.50000 16303.50| 4.50000 16303.50| CHANNELIZING LINE, TYPE V | | | 0175 663005-010 636.000 LF | 11.00000 6996.00| 11.00000 6996.00| STOP LINE, TYPE V 24" | | | 0180 663006-010 280.000 LF | 11.00000 3080.00| 11.00000 3080.00| CROSSWALK LINE, TYPE V 24" | | | 0185 663007-010 275.000 LF | 5.25000 1443.75| 5.00000 1375.00| STRIPE, TYPE V 12" - WHITE | | | 0190 663007-010 937.000 LF | 5.00000 4685.00| 5.00000 4685.00| STRIPE, TYPE V 12" - YELLOW | | | 0195 663010-010 101.000 EA | 140.00000 14140.00| 145.00000 14645.00| LANE ARROW, TYPE V | | | 0200 663011-010 64.000 EA | 42.90000 2745.60| 45.00000 2880.00| LANE LETTER, TYPE V | | | 0205 663012-208 875.000 EA | 19.50000 17062.50| 19.50000 17062.50| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0210 307005-001 AA1 244.000 TN | 25.00000 6100.00| 12.00000 2928.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 SHOULDERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0210142 COUNTIES : KANAWHA LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0215 307005-002 AA2 220.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SHOULDERS | | | 0220 401001-001 BB1 90.700 TN | 172.00000 15600.40| 200.00000 18140.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I PAVEMENT REPAIRS| | | 0225 401001-002 BB2 81.500 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I PAVEMENT REPAIRS | | | 0230 401007-001 CC1 1711.000 TN | 44.00000 75284.00| 45.00000 76995.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0235 401007-002 CC2 1540.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0240 402001-001 DD1 3980.000 TN | 46.00000 183080.00| 48.00000 191040.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0245 402001-002 DD2 3582.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 505,922.10| $ 574,350.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 505,922.10| $ 574,350.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9923004 COUNTIES : LEWIS LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON - JANE LEW ROAD PROJECT(S) : S321-0019/00-024.76 00 0STP 0019 218 E00 LOCATION: N END FEAGAN'S BR TO S END HOLIDAY HAVEN BR 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 844,316.10 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 888,791.03 105.2675% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 981,919.00 116.2975% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9923004 COUNTIES : LEWIS LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0481221 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 204001-000 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| 85183.45000 85183.45 MOBILIZATION | | | 0010 204003-000 1.000 EA | 1.00000 1.00| 300.00000 300.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (PERMANENT | | | MARKINGS) | | | 0015 204003-000 1.000 EA | 1.00000 1.00| 300.00000 300.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (3 DAY TEMP.| | | MARKINGS) | | | 0020 207001-001 841.000 CY | 10.90000 9166.90| 13.00000 10933.00| 30.00000 25230.00 UNCLASSIFIED EXCAVATION | | | 0025 211008-000 141.000 TN | 24.00000 3384.00| 35.00000 4935.00| 50.00000 7050.00 ROCK BORROW EXCAVATION | | | 0030 218003-000 54.000 CY | 230.75000 12460.50| 175.00000 9450.00| 165.00000 8910.00 GABION | | | 0035 229001-000 1.820 MI | 3000.00000 5460.00| 5000.00000 9100.00| 5000.00000 9100.00 SHOULDER AND DITCH | | | 0040 240001-000 90.000 LF | 25.75000 2317.50| 12.00000 1080.00| 25.00000 2250.00 CLEAN CULVERT | | | 0045 408002-001 1210.000 GA | 1.00000 1210.00| 0.90000 1089.00| 0.50000 605.00 BITUMINOUS MATERIAL | | | 0050 415005-001 307.000 SY | 10.00000 3070.00| 12.00000 3684.00| 18.50000 5679.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0055 604001-012 695.000 LF | 43.05000 29919.75| 90.00000 62550.00| 80.00000 55600.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0060 604001-016 128.000 LF | 48.20000 6169.60| 100.00000 12800.00| 50.00000 6400.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0065 604037-020 72.000 LF | 162.75000 11718.00| 125.00000 9000.00| 200.00000 14400.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0070 605004-001 17.000 EA | 1785.00000 30345.00| 2200.00000 37400.00| 2000.00000 34000.00 TYPE B INLET | | | 0075 605007-001 5.000 EA | 3675.00000 18375.00| 5200.00000 26000.00| 4700.00000 23500.00 TYPE E INLET | | | 0080 605009-001 8.000 EA | 2047.50000 16380.00| 2340.00000 18720.00| 1800.00000 14400.00 TYPE G INLET | | | 0085 605041-012 70.000 LF | 99.75000 6982.50| 150.00000 10500.00| 125.00000 8750.00 15 INCH SLOT INLET RISER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9923004 COUNTIES : LEWIS LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0481221 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607001-001 787.500 LF | 8.95000 7048.13| 8.55000 6733.13| 8.40000 6615.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0095 607009-001 2525.000 LF | 2.75000 6943.75| 2.65000 6691.25| 3.20000 8080.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0100 607010-020 862.500 LF | 0.95000 819.38| 0.90000 776.25| 1.25000 1078.13 GUARDRAIL REMOVAL | | | 0105 607066-001 9.000 EA | 1449.00000 13041.00| 1380.00000 12420.00| 1400.00000 12600.00 TANGENT END TERMINAL | | | 0110 609001-001 2440.000 SY | 51.35000 125294.00| 36.75000 89670.00| 38.75000 94550.00 CONCRETE SIDEWALK | | | 0115 609002-001 254.000 CY | 49.90000 12674.60| 45.00000 11430.00| 45.00000 11430.00 BED COURSE MATERIAL | | | 0120 610001-001 4305.000 LF | 25.75000 110853.75| 28.00000 120540.00| 28.00000 120540.00 PLAIN CONCRETE CURBING, TYPE I | | | 0125 610001-004 398.000 LF | 25.75000 10248.50| 28.00000 11144.00| 28.00000 11144.00 PLAIN CONCRETE CURBING, TYPE IV | | | 0130 622003-001 36.000 EA | 206.85000 7446.60| 140.00000 5040.00| 125.00000 4500.00 CANTILEVER MAILBOX SUPPORT | | | 0135 636006-001 40.000 DA | 500.00000 20000.00| 500.00000 20000.00| 350.00000 14000.00 PILOT TRUCK AND DRIVER | | | 0140 636011-001 8520.000 UN | 1.00000 8520.00| 0.01000 85.20| 1.15000 9798.00 TRAFFIC CONTROL DEVICE | | | 0145 636014-001 1000.000 HR | 45.00000 45000.00| 45.00000 45000.00| 50.00000 50000.00 FLAGGER | | | 0150 642004-002 108.780 LB | 8.80000 957.26| 10.00000 1087.80| 14.00000 1522.92 SEED MIXTURE, B | | | 0155 642005-001 2.220 TN | 746.75000 1657.79| 625.00000 1387.50| 700.00000 1554.00 MULCH, STRAW OR HAY | | | 0160 642006-001 0.440 TN | 849.75000 373.89| 500.00000 220.00| 500.00000 220.00 FERTILIZER | | | 0165 642011-001 20.000 EA | 10.00000 200.00| 25.00000 500.00| 30.00000 600.00 HAY OR STRAW BALE | | | 0170 642012-001 100.000 LF | 3.00000 300.00| 3.00000 300.00| 1.50000 150.00 SILT FENCE | | | 0175 642031-001 8.000 EA | 100.00000 800.00| 50.00000 400.00| 85.00000 680.00 DITCH CHECK | | | 0180 652002-002 0.170 TN | 2163.00000 367.71| 500.00000 85.00| 800.00000 136.00 FERTILIZER, UREA FORMALDEHYDE | | | 0185 663001-005 7.280 MI | 446.25000 3248.70| 420.00000 3057.60| 450.00000 3276.00 EDGE LINE, TYPE II , WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9923004 COUNTIES : LEWIS LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0481221 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663002-004 7.040 MI | 441.00000 3104.64| 420.00000 2956.80| 450.00000 3168.00 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0195 663004-004 230.000 LF | 3.90000 897.00| 0.15000 34.50| 3.50000 805.00 CHANNELIZING LINE, TYPE II , 6" WHITE | | | 0200 663005-010 14.000 LF | 15.75000 220.50| 10.00000 140.00| 11.00000 154.00 STOP LINE, TYPE V , 24" WHITE | | | 0205 663007-010 260.000 LF | 5.60000 1456.00| 5.00000 1300.00| 5.25000 1365.00 STRIPE, TYPE V , 12" WHITE | | | 0210 307005-001 AA1 700.000 TN | 22.65000 15855.00| 17.25000 12075.00| 12.00000 8400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0215 307005-002 AA2 665.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0220 401001-001 BB1 2329.000 TN | 37.20000 86638.80| 40.00000 93160.00| 40.00000 93160.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0225 401001-002 BB2 2213.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0230 401003-001 CC1 3155.000 TN | 35.00000 110425.00| 38.00000 119890.00| 40.00000 126200.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0235 401003-002 CC2 2997.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0240 402001-001 DD1 2103.000 TN | 39.45000 82963.35| 42.00000 88326.00| 45.00000 94635.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0245 402001-002 DD2 1998.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 844,316.10| $ 888,791.03| $ 981,919.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,316.10| $ 888,791.03| $ 981,919.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0229640 COUNTIES : WOOD LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : GRAND CENTRAL AVENUE PROJECT(S) : S354-0014/00-015.32 00 CMAQ 0014 095 E00 LOCATION: I/S WV 14 & N TRAFFIC CIR - WV 14 & 28TH ST 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 544,000.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 557,929.20 102.5605% 3 55-0607710 A.S. ABLE POWER COMPANY, INC. $ 808,131.00 148.5534% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0229640 COUNTIES : WOOD LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 |(3) 55-0607710 |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. |A.S. ABLE POWER COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 24000.00000 24000.00| 6538.75000 6538.75| 20000.00000 20000.00 MOBILIZATION | | | 0010 636011-001 10840.000 UN | 0.01000 108.40| 0.01000 108.40| 0.10000 1084.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 800.000 HR | 0.01000 8.00| 0.50000 400.00| 21.20000 16960.00 FLAGGER | | | 0020 636021-001 45.000 DA | 10.00000 450.00| 1.00000 45.00| 53.00000 2385.00 ELECTRIC ARROW | | | 0025 636025-001 740.000 DA | 0.01000 7.40| 1.00000 740.00| 2.15000 1591.00 WARNING LIGHTS, TYPE B | | | 0030 660001-001 LUMP| 7000.00000 7000.00| 8269.28000 8269.28| 9285.00000 9285.00 SIGNAL CONTROLLER 01 | | | 0035 660001-001 LUMP| 7250.00000 7250.00| 8769.28000 8769.28| 9285.00000 9285.00 SIGNAL CONTROLLER 02 | | | 0040 660001-001 LUMP| 7250.00000 7250.00| 8701.69000 8701.69| 9285.00000 9285.00 SIGNAL CONTROLLER 04 | | | 0045 660001-001 LUMP| 7250.00000 7250.00| 8713.92000 8713.92| 9285.00000 9285.00 SIGNAL CONTROLLER 05 | | | 0050 660001-001 LUMP| 7000.00000 7000.00| 8713.92000 8713.92| 9285.00000 9285.00 SIGNAL CONTROLLER 06 | | | 0055 660001-001 LUMP| 7250.00000 7250.00| 8713.92000 8713.92| 9285.00000 9285.00 SIGNAL CONTROLLER 07 | | | 0060 660001-001 LUMP| 7250.00000 7250.00| 8713.92000 8713.92| 9285.00000 9285.00 SIGNAL CONTROLLER 08 | | | 0065 660001-001 LUMP| 7250.00000 7250.00| 8713.92000 8713.92| 9285.00000 9285.00 SIGNAL CONTROLLER 09 | | | 0070 660001-001 LUMP| 2500.00000 2500.00| 2713.92000 2713.92| 3922.00000 3922.00 SIGNAL CONTROLLER 10 | | | 0075 660001-001 LUMP| 2500.00000 2500.00| 2549.98000 2549.98| 3922.00000 3922.00 SIGNAL CONTROLLER 11 | | | 0080 660002-005 16.000 EA | 95.00000 1520.00| 151.61000 2425.76| 237.00000 3792.00 TRAFFIC DETECTOR, LPS-C | | | 0081 660002-020 LUMP| 11000.00000 11000.00| 12583.70000 12583.70| 14791.00000 14791.00 TRAFFIC DETECTOR, VTDS 01 | | | 0082 660002-020 LUMP| 15500.00000 15500.00| 16595.08000 16595.08| 18302.00000 18302.00 TRAFFIC DETECTOR, VTDS 02 | | | 0083 660002-020 LUMP| 10000.00000 10000.00| 17102.47000 17102.47| 16505.00000 16505.00 TRAFFIC DETECTOR, VTDS 04 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0229640 COUNTIES : WOOD LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 |(3) 55-0607710 |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. |A.S. ABLE POWER COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 660002-020 LUMP| 16500.00000 16500.00| 19326.60000 19326.60| 20238.00000 20238.00 TRAFFIC DETECTOR, VTDS 05 | | | 0085 660003-001 36.000 EA | 550.00000 19800.00| 543.95000 19582.20| 2692.00000 96912.00 SIGNAL SECTION, G-16 | | | 0086 660002-020 LUMP| 8500.00000 8500.00| 15831.18000 15831.18| 15344.00000 15344.00 TRAFFIC DETECTOR, VTDS 06 | | | 0087 660002-020 LUMP| 26000.00000 26000.00| 21695.29000 21695.29| 29601.00000 29601.00 TRAFFIC DETECTOR, VTDS 07 | | | 0088 660002-020 LUMP| 9500.00000 9500.00| 16983.65000 16983.65| 16505.00000 16505.00 TRAFFIC DETECTOR, VTDS 08 | | | 0089 660002-020 LUMP| 13500.00000 13500.00| 17267.51000 17267.51| 18533.00000 18533.00 TRAFFIC DETECTOR, VTDS 09 | | | 0090 660003-006 343.000 EA | 225.00000 77175.00| 216.53000 74269.79| 340.00000 116620.00 SIGNAL SECTION, V-12 | | | 0091 660002-020 LUMP| 9500.00000 9500.00| 16983.65000 16983.65| 15860.00000 15860.00 TRAFFIC DETECTOR, VTDS 10 | | | 0092 660002-020 LUMP| 9500.00000 9500.00| 17407.42000 17407.42| 16505.00000 16505.00 TRAFFIC DETECTOR, VTDS 11 | | | 0095 660004-041 4.000 EA | 4250.00000 17000.00| 4900.00000 19600.00| 7000.00000 28000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0100 660004-050 7.000 EA | 1250.00000 8750.00| 1656.99000 11598.93| 1575.00000 11025.00 SIGNAL SUPPORT, E1 | | | 0105 660005-010 8.000 EA | 1000.00000 8000.00| 761.68000 6093.44| 1645.00000 13160.00 JUNCTION BOX, TYPE H | | | 0110 660006-001 LUMP| 2500.00000 2500.00| 6285.00000 6285.00| 3400.00000 3400.00 SIGNAL INTERCONNECT 01 | | | 0115 660007-001 LUMP| 10500.00000 10500.00| 7837.72000 7837.72| 15553.00000 15553.00 MISCELLANEOUS SIGNAL 01 | | | 0120 660007-001 LUMP| 12500.00000 12500.00| 13416.69000 13416.69| 11907.00000 11907.00 MISCELLANEOUS SIGNAL 02 | | | 0125 660007-001 LUMP| 17500.00000 17500.00| 13658.59000 13658.59| 21257.00000 21257.00 MISCELLANEOUS SIGNAL 04 | | | 0130 660007-001 LUMP| 14000.00000 14000.00| 10648.43000 10648.43| 15547.00000 15547.00 MISCELLANEOUS SIGNAL 05 | | | 0135 660007-001 LUMP| 14500.00000 14500.00| 11931.41000 11931.41| 19153.00000 19153.00 MISCELLANEOUS SIGNAL 06 | | | 0140 660007-001 LUMP| 23000.00000 23000.00| 14673.56000 14673.56| 30389.00000 30389.00 MISCELLANEOUS SIGNAL 07 | | | 0145 660007-001 LUMP| 19500.00000 19500.00| 16961.36000 16961.36| 12748.00000 12748.00 MISCELLANEOUS SIGNAL 08 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/19/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0229640 COUNTIES : WOOD LETTING DATE : 05/06/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 |(3) 55-0607710 |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. |A.S. ABLE POWER COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 660007-001 LUMP| 18000.00000 18000.00| 11634.21000 11634.21| 17248.00000 17248.00 MISCELLANEOUS SIGNAL 09 | | | 0155 660007-001 LUMP| 17000.00000 17000.00| 16331.24000 16331.24| 14087.00000 14087.00 MISCELLANEOUS SIGNAL 10 | | | 0160 660007-001 LUMP| 17000.00000 17000.00| 16505.61000 16505.61| 12585.00000 12585.00 MISCELLANEOUS SIGNAL 11 | | | 0165 660010-001 7.000 EA | 2000.00000 14000.00| 1695.15000 11866.05| 4400.00000 30800.00 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0170 660010-001 1.000 EA | 2750.00000 2750.00| 2695.15000 2695.15| 5500.00000 5500.00 PRIORITY CONTROL SYSTEM DETECTOR D3 | | | 0175 660010-010 2.000 EA | 750.00000 1500.00| 1075.26000 2150.52| 1900.00000 3800.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0180 660015-001 1.000 EA | 4500.00000 4500.00| 6928.22000 6928.22| 7000.00000 7000.00 REMOTE PORTABLE COMPUTER | | | 0185 660016-001 1.000 EA | 3500.00000 3500.00| 3568.53000 3568.53| 3290.00000 3290.00 AREA MASTER CONTROLLER | | | 0190 660017-001 LUMP| 100.00000 100.00| 1316.91000 1316.91| 1100.00000 1100.00 INTERSECTION PHONE SYSTEM | | | 0195 660019-001 LUMP| 2250.00000 2250.00| 731.45000 731.45| 1400.00000 1400.00 DOCUMENTATION AND TRAINING | | | 0200 661001-001 10.000 SF | 25.00000 250.00| 35.01000 350.10| 28.00000 280.00 0.080 IN FLAT SHEET SIGN | | | 0205 662007-001 1.000 EA | 325.00000 325.00| 442.60000 442.60| 1850.00000 1850.00 LUMINAIRE, 250W | | | 0210 662014-001 LUMP| 6.20000 6.20| 243.28000 243.28| 3400.00000 3400.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 544,000.00| $ 557,929.20| $ 808,131.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,000.00| $ 557,929.20| $ 808,131.00 ====================================================================================================================================