WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CORR. H: DAVIS - BISMARK SECTION 6, 7 & 8 PROJECT(S) : X347-000H/00-074.85 00 ACAP 0484 246 000 LOCATION: 6.2 MI W WV 42 - WV 93 CONN ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1021993 TRUMBULL CORPORATION $ 82,486,513.79 100.0000% 2 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 84,951,420.71 102.9883% 3 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 85,748,924.10 103.9551% 4 55-0345840 VECELLIO & GROGAN, INC. $ 91,946,183.20 111.4681% 5 55-0328627 J. F. ALLEN COMPANY $ 104,939,876.96 127.2206% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 2000000.00000 2000000.00| 652000.00000 652000.00| 1342000.00000 1342000.00 CLEARING AND GRUBBING | | | 0010 201002-000 3528.000 SY | 12.00000 42336.00| 3.00000 10584.00| 5.00000 17640.00 EXISTING PAVEMENT REMOVAL | | | 0015 202001-000 1.000 LS | 1500.00000 1500.00| 1700.00000 1700.00| 1600.00000 1600.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0020 202001-000 1.000 LS | 1500.00000 1500.00| 1700.00000 1700.00| 1620.00000 1620.00 BUILDING DEMOLITION NUMBER, 11/2 | | | 0025 202001-000 1.000 LS | 3000.00000 3000.00| 10000.00000 10000.00| 9400.00000 9400.00 BUILDING DEMOLITION NUMBER, 4/1 | | | 0030 202001-000 1.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1400.00000 1400.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0035 202001-000 1.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1420.00000 1420.00 BUILDING DEMOLITION NUMBER, 7/2 | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| 2100.00000 2100.00| 1940.00000 1940.00 BUILDING DEMOLITION NUMBER, 7/3 | | | 0045 202001-000 1.000 LS | 1000.00000 1000.00| 2100.00000 2100.00| 1950.00000 1950.00 BUILDING DEMOLITION NUMBER, 7/4 | | | 0050 202001-000 1.000 LS | 3000.00000 3000.00| 10000.00000 10000.00| 9400.00000 9400.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0055 202001-000 1.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1400.00000 1400.00 BUILDING DEMOLITION NUMBER, 8/2 | | | 0060 202001-000 1.000 LS | 2500.00000 2500.00| 3700.00000 3700.00| 3400.00000 3400.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0065 202002-000 LUMP | 850.00000 850.00| 4500.00000 4500.00| 4200.00000 4200.00 WATER WELL ABANDONMENT NUMBER, 11/3 | | | 0070 202002-000 LUMP | 850.00000 850.00| 4500.00000 4500.00| 4200.00000 4200.00 WATER WELL ABANDONMENT NUMBER, 7/5 | | | 0075 202002-000 LUMP | 850.00000 850.00| 4500.00000 4500.00| 4200.00000 4200.00 WATER WELL ABANDONMENT NUMBER, 8/3 | | | 0080 202003-000 LUMP | 700.00000 700.00| 1100.00000 1100.00| 950.00000 950.00 SEPTIC TANK ABANDONMENT NUMBER, 11/4 | | | 0085 202003-000 LUMP | 700.00000 700.00| 1100.00000 1100.00| 950.00000 950.00 SEPTIC TANK ABANDONMENT NUMBER, 7/6 | | | 0090 202003-000 LUMP | 700.00000 700.00| 1100.00000 1100.00| 950.00000 950.00 SEPTIC TANK ABANDONMENT NUMBER, 8/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 204001-000 LUMP | 4100000.00000 4100000.00| 2912000.00000 2912000.00| 4270000.00000 4270000.00 MOBILIZATION | | | 0100 207001-001 3824410.000 CY | 3.50000 13385435.00| 2.95000 11282009.50| 2.85000 10899568.50 UNCLASSIFIED EXCAVATION | | | 0105 207002-000 20362.000 CY | 14.00000 285068.00| 25.20000 513122.40| 38.00000 773756.00 SUBGRADE | | | 0110 207034-000 148016.000 SY | 1.00000 148016.00| 0.95000 140615.20| 1.80000 266428.80 FABRIC FOR SEPARATION | | | 0115 211002-000 139.000 CY | 32.00000 4448.00| 67.00000 9313.00| 36.00000 5004.00 ROCK BORROW EXCAVATION | | | 0120 211008-000 9741.000 TN | 19.00000 185079.00| 17.20000 167545.20| 1.50000 14611.50 ROCK BORROW EXCAVATION | | | 0125 240001-000 512.000 LF | 25.00000 12800.00| 43.00000 22016.00| 24.00000 12288.00 CLEAN CULVERT | | | 0130 307001-000 6959.000 CY | 21.50000 149618.50| 32.60000 226863.40| 45.00000 313155.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0135 307001-000 11148.000 CY | 27.50000 306570.00| 32.70000 364539.60| 42.00000 468216.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0140 307001-000 400.000 CY | 25.00000 10000.00| 33.40000 13360.00| 42.00000 16800.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0145 311006-001 6471.000 CY | 80.00000 517680.00| 86.05000 556829.55| 81.00000 524151.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0150 408002-001 5670.000 GA | 2.00000 11340.00| 2.15000 12190.50| 2.01000 11396.70 BITUMINOUS MATERIAL | | | 0155 415005-001 15541.000 SY | 4.00000 62164.00| 0.90000 13986.90| 4.02000 62474.82 REMOVE EXISTING PAVEMENT SURFACE | | | 0160 501005-006 146.000 SY | 60.00000 8760.00| 63.00000 9198.00| 48.00000 7008.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0165 502001-012 1914.000 SY | 200.00000 382800.00| 241.00000 461274.00| 185.00000 354090.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0170 601002-001 223.000 CY | 1250.00000 278750.00| 541.00000 120643.00| 1400.00000 312200.00 CLASS B CONCRETE | | | 0175 604009-012 2.000 EA | 185.00000 370.00| 367.00000 734.00| 400.00000 800.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0180 604009-016 5.000 EA | 200.00000 1000.00| 385.00000 1925.00| 450.00000 2250.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 604009-022 1.000 EA | 460.00000 460.00| 524.00000 524.00| 900.00000 900.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0190 604037-022 9.000 LF | 145.00000 1305.00| 120.00000 1080.00| 250.00000 2250.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0195 604052-004 4190.000 LF | 11.00000 46090.00| 16.25000 68087.50| 15.00000 62850.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 0200 604054-026 62.000 LF | 960.00000 59520.00| 1008.00000 62496.00| 1500.00000 93000.00 42 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS V | | | 0205 604054-128 49.000 LF | 900.00000 44100.00| 581.00000 28469.00| 2400.00000 117600.00 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.250" THICKNESS | | | 0210 604054-128 50.000 LF | 950.00000 47500.00| 657.00000 32850.00| 2300.00000 115000.00 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.688" THICKNESS | | | 0215 604057-012 74.000 LF | 37.00000 2738.00| 47.00000 3478.00| 60.00000 4440.00 15 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0220 604057-016 7675.000 LF | 43.00000 330025.00| 47.00000 360725.00| 70.00000 537250.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0225 604057-020 4897.000 LF | 53.00000 259541.00| 55.50000 271783.50| 90.00000 440730.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0230 604057-020 349.000 LF | 50.00000 17450.00| 59.00000 20591.00| 100.00000 34900.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0235 604057-022 2110.000 LF | 70.00000 147700.00| 96.50000 203615.00| 100.00000 211000.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0240 604057-022 579.000 LF | 65.00000 37635.00| 84.00000 48636.00| 100.00000 57900.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0245 604057-022 1006.000 LF | 72.00000 72432.00| 80.50000 80983.00| 140.00000 140840.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 604057-024 1235.000 LF | 115.00000 142025.00| 114.50000 141407.50| 170.00000 209950.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0255 604057-024 576.000 LF | 105.00000 60480.00| 165.00000 95040.00| 170.00000 97920.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | 0260 604057-026 1079.000 LF | 95.00000 102505.00| 91.00000 98189.00| 130.00000 140270.00 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0265 604057-026 652.000 LF | 100.00000 65200.00| 101.00000 65852.00| 120.00000 78240.00 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0270 604057-028 404.000 LF | 500.00000 202000.00| 150.00000 60600.00| 200.00000 80800.00 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0275 604057-032 448.000 LF | 250.00000 112000.00| 213.00000 95424.00| 350.00000 156800.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | C2 | | | 0280 604057-036 193.000 LF | 275.00000 53075.00| 228.00000 44004.00| 400.00000 77200.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0285 604057-036 300.000 LF | 275.00000 82500.00| 236.00000 70800.00| 450.00000 135000.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0290 604057-044 356.000 LF | 425.00000 151300.00| 335.00000 119260.00| 550.00000 195800.00 96 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0295 604057-044 331.000 LF | 425.00000 140675.00| 336.00000 111216.00| 550.00000 182050.00 96 INCH PRECOATED GALVANIZED STEEL PIPE | | | B5 | | | 0300 604070-105 280.000 LF | 1300.00000 364000.00| 1412.00000 395360.00| 1500.00000 420000.00 12X7 FT PRECAST CONCRETE BOX CULVERT | | | 0305 604072-112 1.000 EA | 500.00000 500.00| 700.00000 700.00| 900.00000 900.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0310 604072-116 2.000 EA | 650.00000 1300.00| 790.00000 1580.00| 1000.00000 2000.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0315 604072-122 2.000 EA | 2000.00000 4000.00| 2175.00000 4350.00| 2900.00000 5800.00 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0320 604072-210 2.000 EA | 800.00000 1600.00| 820.00000 1640.00| 1000.00000 2000.00 21X15 INCH CORRUGATED STEEL PIPE ARCH | | | SAFETY SLOPE END SECTION | | | 0325 604086-006 286.000 LF | 40.00000 11440.00| 50.00000 14300.00| 80.00000 22880.00 21X15 INCH PRECOATED GALVANIZED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0330 605001-001 1.000 EA | 3000.00000 3000.00| 5900.00000 5900.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0335 605004-001 4.000 EA | 1700.00000 6800.00| 3300.00000 13200.00| 1800.00000 7200.00 TYPE B INLET | | | 0340 605009-001 117.000 EA | 2300.00000 269100.00| 3200.00000 374400.00| 2500.00000 292500.00 TYPE G INLET | | | 0345 605014-001 4.000 EA | 2500.00000 10000.00| 5800.00000 23200.00| 5000.00000 20000.00 MODIFIED INLET, TYPE G | | | 0350 606025-004 106.000 LF | 22.00000 2332.00| 10.75000 1139.50| 25.00000 2650.00 6 INCH UNDERDRAIN PIPE | | | 0355 606029-001 85695.000 LF | 6.25000 535593.75| 6.50000 557017.50| 10.00000 856950.00 FREE DRAINING BASE TRENCH | | | 0360 606030-001 21339.000 LF | 7.50000 160042.50| 7.50000 160042.50| 20.00000 426780.00 OUTLET PIPE, 6 INCH | | | 0365 607001-001 41726.000 LF | 13.95000 582077.70| 14.50000 605027.00| 14.16000 590840.16 TYPE 1 GUARDRAIL, CLASS I | | | 0370 607001-001 463.000 LF | 11.55000 5347.65| 11.00000 5093.00| 11.73000 5430.99 TYPE 1 GUARDRAIL, CLASS III | | | 0375 607006-001 36.000 EA | 1250.00000 45000.00| 1400.00000 50400.00| 1282.49000 46169.64 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0380 607010-020 2385.000 LF | 1.35000 3219.75| 3.75000 8943.75| 1.37000 3267.45 GUARDRAIL REMOVAL | | | 0385 607025-001 6.000 EA | 240.00000 1440.00| 900.00000 5400.00| 1054.93000 6329.58 CUT SLOPE TERMINAL, TYPE A | | | 0390 607025-001 1.000 EA | 275.00000 275.00| 575.00000 575.00| 1108.62000 1108.62 CUT SLOPE TERMINAL, TYPE B | | | 0395 607030-001 29.000 EA | 550.00000 15950.00| 600.00000 17400.00| 567.51000 16457.79 SPECIAL TRAILING END TERMINAL | | | 0400 607065-001 29.000 EA | 2000.00000 58000.00| 2000.00000 58000.00| 2071.07000 60061.03 FLARED END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 608002-001 64376.000 LF | 8.15000 524664.40| 8.50000 547196.00| 8.06000 518870.56 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0410 608003-005 8823.000 LF | 7.00000 61761.00| 6.50000 57349.50| 6.11000 53908.53 5 FT TEMPORARY FENCE | | | 0415 610001-003 141.000 LF | 46.00000 6486.00| 52.00000 7332.00| 30.00000 4230.00 PLAIN CONCRETE CURBING, TYPE III | | | 0420 628004-001 500.000 LF | 45.00000 22500.00| 24.00000 12000.00| 84.00000 42000.00 EXPLORATORY DRILLING AND SAMPLING, . | | | 0425 633001-001 11846.000 SY | 110.00000 1303060.00| 94.00000 1113524.00| 51.00000 604146.00 CONCRETE GUTTER | | | 0430 633001-001 399.000 SY | 90.00000 35910.00| 95.00000 37905.00| 67.00000 26733.00 CONCRETE GUTTER TYPE 5 | | | 0435 633001-001 569.000 SY | 90.00000 51210.00| 95.00000 54055.00| 68.00000 38692.00 CONCRETE GUTTER TYPE 8 | | | 0440 633003-001 5868.000 CY | 20.00000 117360.00| 32.00000 187776.00| 35.00000 205380.00 DUMPED ROCK GUTTER | | | 0445 636007-001 17637.000 LF | 0.75000 13227.75| 0.80000 14109.60| 0.75000 13227.75 ERADICATION OF PAVEMENT MARKING | | | 0450 636008-001 53300.000 LF | 0.15000 7995.00| 0.16000 8528.00| 0.15000 7995.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0455 636009-001 42411.000 LF | 1.05000 44531.55| 1.10000 46652.10| 1.07000 45379.77 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | TYPE VIIB | | | 0460 636011-001 70040.000 UN | 1.00000 70040.00| 1.10000 77044.00| 2.00000 140080.00 TRAFFIC CONTROL DEVICE | | | 0465 636012-010 20.000 EA | 400.00000 8000.00| 375.00000 7500.00| 410.00000 8200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0470 636013-001 896.000 EA | 4.00000 3584.00| 3.75000 3360.00| 2.50000 2240.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0475 636014-001 3230.000 HR | 41.50000 134045.00| 49.00000 158270.00| 55.00000 177650.00 FLAGGER | | | 0480 636017-001 2368.000 LF | 35.00000 82880.00| 26.00000 61568.00| 19.00000 44992.00 TEMPORARY CONCRETE BARRIER | | | 0485 636018-001 2100.000 LF | 3.00000 6300.00| 4.50000 9450.00| 1.50000 3150.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 636019-001 1550.000 LF | 15.00000 23250.00| 13.00000 20150.00| 12.12000 18786.00 TEMPORARY GUARDRAIL BARRIER | | | 0495 636022-001 1080.000 DA | 48.00000 51840.00| 49.00000 52920.00| 55.00000 59400.00 CHANGEABLE MESSAGE SIGN | | | 0500 636024-001 642.000 LF | 60.00000 38520.00| 32.00000 20544.00| 32.00000 20544.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0505 636025-001 16810.000 DA | 1.20000 20172.00| 1.25000 21012.50| 0.48000 8068.80 WARNING LIGHTS, TYPE B | | | 0510 637001-001 8677.000 MG | 0.01000 86.77| 6.50000 56400.50| 20.00000 173540.00 WATER FOR DUST PALLIATIVE | | | 0515 638002-001 293.000 EA | 120.00000 35160.00| 195.00000 57135.00| 96.00000 28128.00 RIGHT OF WAY MARKER | | | 0520 638003-001 14.000 EA | 250.00000 3500.00| 270.00000 3780.00| 280.00000 3920.00 SURVEY MARKER | | | 0525 638004-001 36.000 EA | 145.00000 5220.00| 375.00000 13500.00| 180.00000 6480.00 OUTLET MARKER | | | 0530 639001-001 LUMP | 250000.00000 250000.00| 903000.00000 903000.00| 580000.00000 580000.00 CONSTRUCTION LAYOUT STAKE | | | 0535 640002-001 36.000 MO | 2100.00000 75600.00| 2980.00000 107280.00| 2000.00000 72000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0536 640002-001 36.000 MO | 1400.00000 50400.00| 2980.00000 107280.00| 2500.00000 90000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | ,MODIFIED | | | 0540 640003-001 LUMP | 20000.00000 20000.00| 9875.00000 9875.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0541 640003-001 LUMP | 20000.00000 20000.00| 9875.00000 9875.00| 5000.00000 5000.00 BUILDING EQUIPMENT ,CONFERENCE CENTER | | | 0545 642001-001 109908.000 LF | 0.01000 1099.08| 1.25000 137385.00| 0.60000 65944.80 TEMPORARY BERM | | | 0550 642002-001 15879.000 LF | 0.01000 158.79| 16.00000 254064.00| 10.00000 158790.00 SLOPE DRAIN | | | 0555 642004-001 17935.000 LB | 0.10000 1793.50| 0.11000 1972.85| 0.10000 1793.50 SEED MIXTURE, TEMPORARY | | | 0560 642004-002 17219.000 LB | 2.10000 36159.90| 2.25000 38742.75| 2.13000 36676.47 SEED MIXTURE, B | | | 0565 642004-003 15550.000 LB | 5.75000 89412.50| 6.15000 95632.50| 5.84000 90812.00 SEED MIXTURE, D | | | 0570 642005-001 1059.000 TN | 300.00000 317700.00| 322.00000 340998.00| 304.57000 322539.63 MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 642005-002 44.000 TN | 900.00000 39600.00| 965.00000 42460.00| 913.71000 40203.24 MULCH, WOOD CELLULOSE FIBER | | | 0580 642006-001 222.000 TN | 450.00000 99900.00| 480.00000 106560.00| 456.85000 101420.70 FERTILIZER | | | 0585 642007-001 11765.000 SY | 1.25000 14706.25| 1.30000 15294.50| 1.27000 14941.55 FIBER MATTING | | | 0590 642008-001 650.000 LF | 110.00000 71500.00| 39.00000 25350.00| 54.00000 35100.00 TEMPORARY PIPE | | | 0595 642009-001 151998.000 LF | 0.01000 1519.98| 0.50000 75999.00| 1.00000 151998.00 CONTOUR DITCH | | | 0600 642010-001 441.000 TN | 10.00000 4410.00| 11.00000 4851.00| 10.15000 4476.15 AGRICULTURAL LIMESTONE | | | 0605 642011-001 12419.000 EA | 0.01000 124.19| 4.55000 56506.45| 3.00000 37257.00 HAY OR STRAW BALE | | | 0610 642012-001 160249.000 LF | 0.01000 1602.49| 2.70000 432672.30| 1.00000 160249.00 SILT FENCE | | | 0615 642015-001 2400.000 LF | 10.00000 24000.00| 10.40000 24960.00| 10.00000 24000.00 SUPER SILT FENCE | | | 0620 642031-001 5131.000 EA | 0.01000 51.31| 71.00000 364301.00| 25.00000 128275.00 DITCH CHECK | | | 0625 642033-001 6717.000 CY | 5.50000 36943.50| 7.25000 48698.25| 3.00000 20151.00 SEDIMENT TRAP | | | 0630 642036-001 5050.000 CY | 0.01000 50.50| 5.00000 25250.00| 1.00000 5050.00 SEDIMENT REMOVAL | | | 0635 642040-001 125.000 EA | 330.00000 41250.00| 175.00000 21875.00| 250.00000 31250.00 INLET PROTECTION ,STANDARD | | | 0640 642042-001 202.000 EA | 0.01000 2.02| 200.00000 40400.00| 57.00000 11514.00 FLOCCULANT BLOCK | | | 0645 642050-001 11.000 EA | 600.00000 6600.00| 675.00000 7425.00| 400.00000 4400.00 DEWATERING DEVICE | | | 0650 651001-001 111739.000 CY | 0.01000 1117.39| 0.01000 1117.39| 4.00000 446956.00 FURNISHING AND PLACING TOPSOIL | | | 0655 652001-001 533.000 TN | 10.00000 5330.00| 11.00000 5863.00| 10.15000 5409.95 AGRICULTURAL LIMESTONE | | | 0660 652002-001 169.000 TN | 1500.00000 253500.00| 1600.00000 270400.00| 1522.84000 257359.96 FERTILIZER, 10-20-10 | | | 0665 652002-002 72.000 TN | 300.00000 21600.00| 325.00000 23400.00| 304.57000 21929.04 FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 652003-001 17034.000 LB | 1.00000 17034.00| 1.05000 17885.70| 1.02000 17374.68 SEED MIXTURES, B, C-1, OR C-2 | | | 0675 652003-002 12917.000 LB | 2.00000 25834.00| 2.10000 27125.70| 2.03000 26221.51 SEED MIXTURE, D | | | 0680 652004-001 727.000 TN | 150.00000 109050.00| 160.00000 116320.00| 152.28000 110707.56 STRAW OR HAY MULCH | | | 0685 652004-002 75.000 TN | 500.00000 37500.00| 535.00000 40125.00| 507.61000 38070.75 WOOD CELLULOSE FIBER MULCH | | | 0690 655001-001 43530.000 SY | 1.25000 54412.50| 1.30000 56589.00| 1.27000 55283.10 MATTING | | | 0695 655002-001 65126.000 SY | 2.95000 192121.70| 3.15000 205146.90| 2.99000 194726.74 PERMANENT EROSION MATTING, TYPE A | | | 0700 655002-001 6755.000 SY | 2.95000 19927.25| 3.15000 21278.25| 2.99000 20197.45 PERMANENT EROSION MATTING, TYPE B | | | 0705 664001-009 2.000 EA | 1975.00000 3950.00| 1100.00000 2200.00| 1800.86000 3601.72 REMOVE AND RESET ATTENUATOR DEVICE | | | 0710 664011-001 4.000 EA | 3825.00000 15300.00| 4600.00000 18400.00| 4300.85000 17203.40 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0715 665004-001 3.000 EA | 750.00000 2250.00| 1250.00000 3750.00| 400.00000 1200.00 WATER WELL SURVEY | | | 0720 670010-260 196.000 LF | 90.00000 17640.00| 57.00000 11172.00| 61.81000 12114.76 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 0725 675021-260 196.000 LF | 90.00000 17640.00| 57.00000 11172.00| 61.81000 12114.76 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 0730 695001-001 278984.000 SY | 44.50000 12414788.00| 49.00000 13670216.00| 48.00000 13391232.00 MAINLINE PAVEMENT | | | 0735 699000-001 4000.000 HR | 0.80000 3200.00| 0.80000 3200.00| 0.80000 3200.00 ON JOB TRAINING | | | 0740 307005-001 AA1 6257.000 TN | 16.00000 100112.00| 13.50000 84469.50| 19.00000 118883.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0745 307005-002 AA2 5687.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | 0750 307005-001 BB1 7219.000 TN | 18.00000 129942.00| 16.50000 119113.50| 19.00000 137161.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 307005-002 BB2 6562.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0760 401001-001 CC1 10852.000 TN | 66.00000 716232.00| 70.90000 769406.80| 66.38000 720355.76 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0765 401001-002 CC2 10360.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0770 401001-001 DD1 15204.000 TN | 64.00000 973056.00| 68.80000 1046035.20| 64.37000 978681.48 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0775 401001-002 DD2 14513.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0780 401001-011 EE1 2392.000 TN | 67.00000 160264.00| 72.00000 172224.00| 67.39000 161196.88 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0785 401001-012 EE2 2212.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0790 401001-011 FF1 18986.000 TN | 65.00000 1234090.00| 69.90000 1327121.40| 65.38000 1241304.68 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0795 401001-012 FF2 17772.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0800 401001-011 GG1 1938.000 TN | 72.00000 139536.00| 77.40000 150001.20| 72.42000 140349.96 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5, PG 64-22 | | | 0805 401001-012 GG2 1850.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5, PG 64-22 | | | 0810 401002-001 HH1 2864.000 TN | 71.00000 203344.00| 76.30000 218523.20| 71.41000 204518.24 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0815 401002-002 HH2 2735.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 401003-001 JJ1 97.000 TN | 79.00000 7663.00| 84.90000 8235.30| 79.46000 7707.62 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0825 401003-002 JJ2 93.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0830 401007-011 KK1 579.000 TN | 73.00000 42267.00| 78.50000 45451.50| 73.42000 42510.18 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0835 401007-012 KK2 553.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0840 402001-001 LL1 1121.000 TN | 75.00000 84075.00| 80.60000 90352.60| 75.43000 84557.03 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0845 402001-002 LL2 1070.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0850 402001-011 MM1 3206.000 TN | 75.00000 240450.00| 80.60000 258403.60| 75.43000 241828.58 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0855 402001-012 MM2 3004.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0860 402001-011 NN1 409.000 TN | 77.00000 31493.00| 82.80000 33865.20| 77.45000 31677.05 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0865 402001-012 NN2 390.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0870 410001-002 PP1 75190.000 LF | | | SAWED RUMBLE STRIP | | | 0875 410001-003 PP2 75190.000 LF | 0.06000 4511.40| 1.20000 90228.00| 0.43000 32331.70 MILLED RUMBLE STRIP | | | 0880 636002-001 RR1 5930.000 TN | 17.00000 100810.00| 12.00000 71160.00| 15.00000 88950.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0885 636002-002 RR2 5404.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 47,428,586.57| $ 46,869,848.74| $ 49,010,333.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0890 640004-001 LUMP | 0.01000 0.01| 8100.00000 8100.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 0.01| $ 8,100.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKING | | | 0895 657006-001 592.000 LF | 55.00000 32560.00| 59.00000 34928.00| 44.23000 26184.16 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0900 657006-005 414.000 LF | 75.00000 31050.00| 80.00000 33120.00| 57.43000 23776.02 W6X12, A-572 SUPPORT, GALVANIZED | | | 0905 657006-010 247.000 LF | 90.00000 22230.00| 96.00000 23712.00| 71.54000 17670.38 W8X18, A-572 SUPPORT, GALVANIZED | | | 0910 657008-001 557.000 LF | 10.00000 5570.00| 10.75000 5987.75| 11.08000 6171.56 2.00 LB CHANNEL POST | | | 0915 657010-001 3062.000 LF | 12.00000 36744.00| 13.00000 39806.00| 13.30000 40724.60 3.00 LB CHANNEL POST | | | 0920 657012-001 329.000 LF | 15.00000 4935.00| 16.00000 5264.00| 17.73000 5833.17 4.00 LB BACK TO BACK CHANNEL POST | | | 0925 657014-001 105.000 LF | 18.00000 1890.00| 19.00000 1995.00| 19.65000 2063.25 6.00 LB BACK TO BACK CHANNEL POST | | | 0930 657017-001 41.400 CY | 880.00000 36432.00| 946.00000 39164.40| 1410.58000 58398.01 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0935 661001-001 2429.000 SF | 22.00000 53438.00| 23.65000 57445.85| 16.12000 39155.48 0.080 IN FLAT SHEET SIGN | | | 0940 661002-001 2024.000 SF | 25.00000 50600.00| 26.90000 54445.60| 20.15000 40783.60 EXTRUDED PANEL SIGN | | | 0945 661004-002 34.000 EA | 5.00000 170.00| 5.50000 187.00| 50.38000 1712.92 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE | | | 0950 661013-001 210.000 EA | 22.00000 4620.00| 24.00000 5040.00| 24.18000 5077.80 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0955 661013-001 208.000 EA | 37.00000 7696.00| 40.00000 8320.00| 34.26000 7126.08 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0960 661013-001 22.000 EA | 22.00000 484.00| 24.00000 528.00| 24.18000 531.96 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | 0965 661013-001 197.000 EA | 37.00000 7289.00| 40.00000 7880.00| 34.26000 6749.22 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0970 661020-001 33.000 EA | 10.00000 330.00| 11.00000 363.00| 23.17000 764.61 DELINEATOR, TYPE B-1 YELLOW | | | 0975 663001-004 29190.000 LF | 0.15000 4378.50| 0.16000 4670.40| 0.15000 4378.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0980 663001-004 13050.000 LF | 0.15000 1957.50| 0.16000 2088.00| 0.15000 1957.50 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0985 663001-028 70010.000 LF | 0.30000 21003.00| 0.30000 21003.00| 0.29000 20302.90 EDGE LINE, TYPE IX - 6 IN WHITE | | | 0990 663001-028 69270.000 LF | 0.30000 20781.00| 0.30000 20781.00| 0.29000 20088.30 EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0995 663001-035 4775.000 LF | 0.45000 2148.75| 0.48000 2292.00| 0.45000 2148.75 EDGE LINE, TYPE IX - 8 IN WHITE | | | 1000 663002-028 17220.000 LF | 0.30000 5166.00| 0.30000 5166.00| 0.29000 4993.80 LANE LINE, TYPE IX - 6 IN | | | 1005 663002-038 17490.000 LF | 0.15000 2623.50| 0.16000 2798.40| 0.15000 2623.50 CENTERLINE, TYPE II - 4 IN | | | 1010 663004-011 2210.000 LF | 5.50000 12155.00| 5.90000 13039.00| 5.50000 12155.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 1015 663005-011 695.000 LF | 14.00000 9730.00| 15.00000 10425.00| 14.00000 9730.00 STOP LINE, TYPE V - 24 IN | | | 1020 663007-010 2350.000 LF | 8.50000 19975.00| 9.00000 21150.00| 8.50000 19975.00 STRIPE, TYPE V - 12 IN WHITE | | | 1025 663007-010 900.000 LF | 8.50000 7650.00| 9.00000 8100.00| 8.50000 7650.00 STRIPE, TYPE V - 12 IN YELLOW | | | 1030 663008-005 5.000 EA | 38.00000 190.00| 40.00000 200.00| 38.00000 190.00 YIELD TRIANGLE, TYPE V | | | 1035 663010-010 32.000 EA | 185.00000 5920.00| 200.00000 6400.00| 185.00000 5920.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1040 663010-012 4.000 EA | 185.00000 740.00| 200.00000 800.00| 185.00000 740.00 RAMP WRONG WAY ARROW, TY V | | | 1045 663012-208 1121.000 EA | 19.50000 21859.50| 21.00000 23541.00| 21.50000 24101.50 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 432,315.75| $ 460,640.40| $ 419,677.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASINS | | | 1050 207001-001 86478.000 CY | 3.60000 311320.80| 3.15000 272405.70| 3.00000 259434.00 UNCLASSIFIED EXCAVATION | | | 1055 207034-000 3600.000 SY | 1.10000 3960.00| 2.25000 8100.00| 1.40000 5040.00 FABRIC FOR SEPARATION | | | 1060 211001-000 12515.000 CY | 6.00000 75090.00| 3.30000 41299.50| 3.80000 47557.00 UNCLASSIFIED BORROW EXCAVATION | | | 1065 211008-000 7553.000 TN | 18.00000 135954.00| 38.00000 287014.00| 2.40000 18127.20 ROCK BORROW EXCAVATION | | | 1070 211017-001 30438.000 SF | 0.80000 24350.40| 1.90000 57832.20| 1.30000 39569.40 IMPERVIOUS CORE | | | 1075 604057-016 610.000 LF | 60.00000 36600.00| 60.00000 36600.00| 41.00000 25010.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1076 604057-020 332.000 LF | 65.00000 21580.00| 52.00000 17264.00| 45.00000 14940.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1077 604057-022 466.000 LF | 75.00000 34950.00| 52.00000 24232.00| 52.00000 24232.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1078 604057-024 330.000 LF | 75.00000 24750.00| 55.00000 18150.00| 63.00000 20790.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1100 633003-001 645.000 CY | 20.00000 12900.00| 37.00000 23865.00| 25.00000 16125.00 DUMPED ROCK GUTTER | | | 1105 639001-001 LUMP | 0.01000 0.01| 90000.00000 90000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1110 642012-001 8474.000 LF | 0.01000 84.74| 2.65000 22456.10| 5.00000 42370.00 SILT FENCE | | | 1115 642035-001 26.000 EA | 4500.00000 117000.00| 4200.00000 109200.00| 3400.00000 88400.00 RISER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1120 642036-001 55585.000 CY | 0.01000 555.85| 0.01000 555.85| 2.00000 111170.00 SEDIMENT REMOVAL | | | 1125 642042-001 68.000 EA | 125.00000 8500.00| 210.00000 14280.00| 57.00000 3876.00 FLOCCULANT BLOCK | | | 1130 642050-001 26.000 EA | 350.00000 9100.00| 970.00000 25220.00| 400.00000 10400.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 816,695.80| $ 1,048,474.35| $ 732,040.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 1135 207001-001 34770.000 CY | 2.10000 73017.00| 2.20000 76494.00| 3.00000 104310.00 UNCLASSIFIED EXCAVATION | | | 1140 207034-000 3395.000 SY | 1.10000 3734.50| 2.25000 7638.75| 1.10000 3734.50 FABRIC FOR SEPARATION | | | 1145 211001-000 13749.000 CY | 0.01000 137.49| 3.30000 45371.70| 3.50000 48121.50 UNCLASSIFIED BORROW EXCAVATION | | | 1150 211008-000 717.000 TN | 18.00000 12906.00| 36.00000 25812.00| 2.20000 1577.40 ROCK BORROW EXCAVATION | | | 1155 633003-001 1143.000 CY | 20.00000 22860.00| 40.50000 46291.50| 25.00000 28575.00 DUMPED ROCK GUTTER | | | 1160 655002-001 270.000 SY | 12.00000 3240.00| 13.00000 3510.00| 12.00000 3240.00 PERMANENT EROSION MATTING, TYPE A | | | SECTION TOTALS | $ 115,894.99| $ 205,117.95| $ 189,558.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BRIDGE #10392 (STONY RIVER) | | | 1165 212001-000 6091.000 CY | 47.00000 286277.00| 95.00000 578645.00| 50.00000 304550.00 STRUCTURE EXCAVATION | | | 1170 212005-000 213.000 CY | 80.00000 17040.00| 94.00000 20022.00| 52.00000 11076.00 SELECT MATERIAL FOR BACKFILLING | | | 1175 218006-000 5192.000 CY | 12.50000 64900.00| 37.00000 192104.00| 14.00000 72688.00 FOUNDATION PROTECTION | | | 1180 601002-001 3413.000 CY | 425.00000 1450525.00| 479.00000 1634827.00| 400.00000 1365200.00 CLASS B CONCRETE | | | 1185 601002-003 3845.000 CY | 750.00000 2883750.00| 496.00000 1907120.00| 600.00000 2307000.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1190 601003-003 425.000 CY | 900.00000 382500.00| 1380.00000 586500.00| 630.00000 267750.00 CLASS K CONCRETE, ARCHITECTURAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 601009-001 3595.000 CY | 550.00000 1977250.00| 643.00000 2311585.00| 650.00000 2336750.00 CLASS H CONCRETE | | | 1200 602001-001 939770.000 LB | 1.00000 939770.00| 1.10000 1033747.00| 1.00000 939770.00 REINFORCING STEEL BAR | | | 1205 602002-001 1099297.000 LB | 1.00000 1099297.00| 1.05000 1154261.85| 1.05000 1154261.85 EPOXY COATED REINFORCING STEEL BAR | | | 1210 615001-001 6009117.000 LS | 7370000.00000 7370000.00| 8850000.00000 8850000.00|10227000.00000 10227000.00 STEEL SUPERSTRUCTURE | | | 1211 615028-001 18.000 EA | 10000.00000 180000.00| 8340.00000 150120.00| 9100.00000 163800.00 GUIDED BEARING, ELASTOMERIC | | | 1212 615029-001 18.000 EA | 10000.00000 180000.00| 4800.00000 86400.00| 5050.00000 90900.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1213 615030-001 28.000 EA | 7800.00000 218400.00| 15525.00000 434700.00| 17000.00000 476000.00 FIXED BEARING, ELASTOMERIC | | | 1215 616004-006 1567.000 LF | 55.00000 86185.00| 52.40000 82110.80| 42.00000 65814.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1220 617003-001 2901.000 LF | 55.00000 159555.00| 65.00000 188565.00| 64.00000 185664.00 ALUMINUM RAILING | | | 1225 625001-022 636.000 LF | 960.00000 610560.00| 815.00000 518340.00| 725.00000 461100.00 66 INCH DIAMETER DRILLED CAISSONS | | | 1230 625003-020 204.000 LF | 1040.00000 212160.00| 1230.00000 250920.00| 1250.00000 255000.00 60 INCH ROCK SOCKET FOUNDATION | | | 1235 627020-001 178.000 LF | 1160.00000 206480.00| 1164.00000 207192.00| 1400.00000 249200.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 1240 636005-001 1.000 LS | 560000.00000 560000.00| 191500.00000 191500.00| 450000.00000 450000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,CONSTRUCTION ACCESS | | | 1245 639001-001 LUMP | 100000.00000 100000.00| 210000.00000 210000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 18,984,649.00| $ 20,588,659.65| $ 21,413,523.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10391(MOUNT STORM RAILROAD) | | | 1250 212001-000 2420.000 CY | 30.00000 72600.00| 51.00000 123420.00| 52.00000 125840.00 STRUCTURE EXCAVATION | | | 1255 212005-000 256.000 CY | 100.00000 25600.00| 96.00000 24576.00| 75.00000 19200.00 SELECT MATERIAL FOR BACKFILLING | | | 1260 218004-001 7684.000 SY | 12.00000 92208.00| 25.00000 192100.00| 4.00000 30736.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1265 601002-001 1218.000 CY | 600.00000 730800.00| 654.00000 796572.00| 325.00000 395850.00 CLASS B CONCRETE | | | 1270 601002-003 585.000 CY | 750.00000 438750.00| 1000.00000 585000.00| 200.00000 117000.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1275 601003-003 202.000 CY | 900.00000 181800.00| 1464.00000 295728.00| 500.00000 101000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1280 601009-001 1811.000 CY | 500.00000 905500.00| 650.00000 1177150.00| 535.00000 968885.00 CLASS H CONCRETE | | | 1285 602001-001 381749.000 LB | 1.00000 381749.00| 1.10000 419923.90| 0.85000 324486.65 REINFORCING STEEL BAR | | | 1290 602002-001 593616.000 LB | 1.00000 593616.00| 1.05000 623296.80| 0.90000 534254.40 EPOXY COATED REINFORCING STEEL BAR | | | 1295 603003-001 117514.000 LB | 1.75000 205649.50| 2.35000 276157.90| 3.20000 376044.80 POST TENSIONING STRANDS | | | 1300 603018-045 4926.000 LF | 480.00000 2364480.00| 330.00000 1625580.00| 430.00000 2118180.00 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1303 608001-006 520.000 LF | 100.00000 52000.00| 177.00000 92040.00| 171.00000 88920.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1305 616004-016 1905.000 LF | 60.00000 114300.00| 56.00000 106680.00| 55.00000 104775.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 1310 616005-006 1183.000 LF | 80.00000 94640.00| 87.00000 102921.00| 45.00000 53235.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1315 616005-018 1678.000 LF | 115.00000 192970.00| 206.00000 345668.00| 75.00000 125850.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1320 617003-001 1055.000 LF | 55.00000 58025.00| 65.00000 68575.00| 57.00000 60135.00 ALUMINUM RAILING | | | 1325 639001-001 LUMP | 75000.00000 75000.00| 112000.00000 112000.00| 18000.00000 18000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 6,579,687.50| $ 6,967,388.60| $ 5,562,391.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10390 (MOUNT STORM INTERCHANGE) | | | 1330 212001-000 1976.000 CY | 40.00000 79040.00| 51.00000 100776.00| 50.00000 98800.00 STRUCTURE EXCAVATION | | | 1335 212005-000 194.000 CY | 95.00000 18430.00| 99.00000 19206.00| 98.00000 19012.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1340 218004-001 2643.000 SY | 15.00000 39645.00| 35.00000 92505.00| 16.00000 42288.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1345 601002-001 805.000 CY | 650.00000 523250.00| 393.00000 316365.00| 435.00000 350175.00 CLASS B CONCRETE | | | 1350 601002-003 325.000 CY | 1000.00000 325000.00| 941.00000 305825.00| 750.00000 243750.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1355 601003-003 92.000 CY | 1000.00000 92000.00| 1660.00000 152720.00| 625.00000 57500.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1360 601009-001 746.000 CY | 600.00000 447600.00| 725.00000 540850.00| 775.00000 578150.00 CLASS H CONCRETE | | | 1365 602001-001 213690.000 LB | 1.00000 213690.00| 1.10000 235059.00| 0.95000 203005.50 REINFORCING STEEL BAR | | | 1370 602002-001 253215.000 LB | 1.00000 253215.00| 1.05000 265875.75| 1.00000 253215.00 EPOXY COATED REINFORCING STEEL BAR | | | 1375 615001-001 539678.000 LS | 775000.00000 775000.00| 839500.00000 839500.00| 1000000.00000 1000000.00 STEEL SUPERSTRUCTURE | | | 1378 616004-006 1084.000 LF | 55.00000 59620.00| 52.00000 56368.00| 45.00000 48780.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1380 616005-006 642.000 LF | 65.00000 41730.00| 145.00000 93090.00| 75.00000 48150.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1385 617003-001 596.000 LF | 55.00000 32780.00| 65.00000 38740.00| 67.00000 39932.00 ALUMINUM RAILING | | | 1390 639001-001 LUMP | 75000.00000 75000.00| 84000.00000 84000.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,976,000.00| $ 3,140,879.75| $ 2,994,757.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10715 (RELOC. CR 42/1 OVER CORR. H) | | | 1395 212001-000 1052.000 CY | 50.00000 52600.00| 81.00000 85212.00| 80.00000 84160.00 STRUCTURE EXCAVATION | | | 1400 212005-000 119.000 CY | 60.00000 7140.00| 89.00000 10591.00| 119.00000 14161.00 SELECT MATERIAL FOR BACKFILLING | | | 1405 601002-001 640.000 CY | 400.00000 256000.00| 380.00000 243200.00| 450.00000 288000.00 CLASS B CONCRETE | | | 1406 601002-003 169.000 CY | 1025.00000 173225.00| 730.00000 123370.00| 720.00000 121680.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1411 601003-003 84.000 CY | 900.00000 75600.00| 1850.00000 155400.00| 425.00000 35700.00 CLASS K CONCRETE, ARCHITECTURAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1412 601009-001 657.000 CY | 600.00000 394200.00| 730.00000 479610.00| 675.00000 443475.00 CLASS H CONCRETE | | | 1415 602001-001 121983.000 LB | 1.00000 121983.00| 1.10000 134181.30| 0.95000 115883.85 REINFORCING STEEL BAR | | | 1420 602002-001 149548.000 LB | 1.00000 149548.00| 1.05000 157025.40| 1.00000 149548.00 EPOXY COATED REINFORCING STEEL BAR | | | 1425 615001-001 707300.000 LS | 850000.00000 850000.00| 1060000.00000 1060000.00| 1000000.00000 1000000.00 STEEL SUPERSTRUCTURE | | | 1430 615029-001 12.000 EA | 500.00000 6000.00| 2768.15000 33217.80| 3500.00000 42000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1435 615030-001 4.000 EA | 500.00000 2000.00| 3015.98000 12063.92| 3500.00000 14000.00 FIXED BEARING, ELASTOMERIC | | | 1440 639001-001 LUMP | 50000.00000 50000.00| 43000.00000 43000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,138,296.00| $ 2,536,871.42| $ 2,316,607.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10716 (CORR. H OVER RELOC. WV 42 & 93) | | | 1445 212001-000 1100.000 CY | 60.00000 66000.00| 44.00000 48400.00| 60.00000 66000.00 STRUCTURE EXCAVATION | | | 1450 212005-000 170.000 CY | 75.00000 12750.00| 89.00000 15130.00| 110.00000 18700.00 SELECT MATERIAL FOR BACKFILLING | | | 1455 601002-001 442.000 CY | 600.00000 265200.00| 345.00000 152490.00| 230.00000 101660.00 CLASS B CONCRETE | | | 1456 601002-003 214.000 CY | 1000.00000 214000.00| 700.00000 149800.00| 750.00000 160500.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1461 601003-003 70.000 CY | 900.00000 63000.00| 2140.00000 149800.00| 425.00000 29750.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1465 601009-001 602.000 CY | 550.00000 331100.00| 725.00000 436450.00| 675.00000 406350.00 CLASS H CONCRETE | | | 1470 602001-001 111977.000 LB | 0.95000 106378.15| 1.05000 117575.85| 0.95000 106378.15 REINFORCING STEEL BAR | | | 1475 602002-001 88898.000 LB | 1.00000 88898.00| 1.10000 97787.80| 1.05000 93342.90 EPOXY COATED REINFORCING STEEL BAR | | | 1480 603018-045 1036.000 LF | 335.00000 347060.00| 260.00000 269360.00| 425.00000 440300.00 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1485 615004-001 13806.000 LB | 2.00000 27612.00| 2.70000 37276.20| 3.00000 41418.00 FABRICATED STRUCTURAL STEEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1490 615029-001 16.000 EA | 170.00000 2720.00| 1850.00000 29600.00| 1785.00000 28560.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1495 617003-001 318.000 LF | 55.00000 17490.00| 65.00000 20670.00| 71.00000 22578.00 ALUMINUM RAILING | | | 1500 639001-001 LUMP | 50000.00000 50000.00| 29000.00000 29000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,592,208.15| $ 1,553,339.85| $ 1,525,537.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1505 639001-001 LUMP | 20000.00000 20000.00| 14000.00000 14000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1510 670004-201 3755.000 LF | 65.00000 244075.00| 59.00000 221545.00| 60.00000 225300.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1515 670004-202 95.000 LF | 250.00000 23750.00| 75.00000 7125.00| 150.00000 14250.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1520 670004-205 1307.000 LF | 45.00000 58815.00| 80.00000 104560.00| 94.00000 122858.00 6 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 1525 670009-160 1.000 EA | 1650.00000 1650.00| 1600.00000 1600.00| 850.00000 850.00 3 INCH GATE VALVE AND VALVE BOX | | | 1530 670009-200 7.000 EA | 1800.00000 12600.00| 1900.00000 13300.00| 1000.00000 7000.00 6 INCH GATE VALVE AND VALVE BOX | | | 1535 670010-280 1171.000 LF | 90.00000 105390.00| 150.00000 175650.00| 110.00000 128810.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25", OPEN CUT INSTALLATION | | | 1540 670010-280 66.000 LF | 600.00000 39600.00| 235.00000 15510.00| 450.00000 29700.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375", BORE AND JACK INSTALLATION | | | 1545 670015-160 1.000 EA | 6500.00000 6500.00| 860.00000 860.00| 2200.00000 2200.00 3 INCH METER | | | 1550 670017-001 1.000 EA | 6900.00000 6900.00| 750.00000 750.00| 1700.00000 1700.00 METER BOX | | | 1555 670019-120 4.000 EA | 2000.00000 8000.00| 1600.00000 6400.00| 1800.00000 7200.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1560 670019-200 1.000 EA | 6200.00000 6200.00| 2150.00000 2150.00| 4500.00000 4500.00 3 INCH SPECIAL VALVE, TEMPORARY PLUG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1565 670019-202 2.000 EA | 6200.00000 12400.00| 2500.00000 5000.00| 4500.00000 9000.00 6 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1570 670019-204 2.000 EA | 6200.00000 12400.00| 2400.00000 4800.00| 4500.00000 9000.00 4 INCH SPECIAL VALVE, TEMPORARY PLUG | | | SECTION TOTALS | $ 558,280.00| $ 573,250.00| $ 567,368.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 NEDPOWER UTILITY RELOCATION | | | 1575 207002-000 900.000 CY | 15.00000 13500.00| 23.00000 20700.00| 23.00000 20700.00 SUBGRADE | | | 1580 219001-001 825.000 CY | 200.00000 165000.00| 160.00000 132000.00| 161.38000 133138.50 CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | C, 3000 PSI | | | 1585 639001-001 LUMP | 0.01000 0.01| 3500.00000 3500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1590 662006-001 10.000 EA | 4000.00000 40000.00| 26000.00000 260000.00| 27717.52000 277175.20 JUNCTION BOX, TYPE A MODIFIED | | | 1595 662006-001 1.000 EA | 4000.00000 4000.00| 27000.00000 27000.00| 28768.25000 28768.25 JUNCTION BOX, TYPE B MODIFIED | | | 1600 662014-001 LUMP | 18000.00000 18000.00| 183000.00000 183000.00| 195132.36000 195132.36 INCIDENTAL ELECTRICAL WORK 2 INCH HDPE | | | 1605 662014-001 LUMP | 480000.00000 480000.00| 192000.00000 192000.00| 204475.90000 204475.90 INCIDENTAL ELECTRICAL WORK 8 INCH HDPE | | | 1610 675016-001 1.000 EA | 8000.00000 8000.00| 27500.00000 27500.00| 28784.65000 28784.65 SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | SECTION TOTALS | $ 728,500.01| $ 845,700.00| $ 890,174.86 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 UTILITY RELOCATION | | | 1615 639001-001 LUMP | 0.01000 0.01| 1700.00000 1700.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1620 662003-001 1.000 LS | 400.00000 400.00| 50.00000 50.00| 50.54000 50.54 POLYVINYLCHLORIDE CONDUIT, 3 INCH, | | | ELECTRIC | | | 1625 662003-001 1.000 LS | 50000.00000 50000.00| 59700.00000 59700.00| 43472.03000 43472.03 POLYVINYLCHLORIDE CONDUIT, 4 INCH, | | | ELECTRIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 23-1374051 |( 3 ) 31-1023518 |TRUMBULL CORPORATION |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1630 662003-001 1.000 LS | 50000.00000 50000.00| 59700.00000 59700.00| 43472.03000 43472.03 POLYVINYLCHLORIDE CONDUIT, 4 INCH, | | | TELEPHONE | | | 1635 662003-001 1.000 LS | 35000.00000 35000.00| 32000.00000 32000.00| 33958.40000 33958.40 POLYVINYLCHLORIDE CONDUIT, 4 INCH, TV | | | CABLE | | | SECTION TOTALS | $ 135,400.01| $ 153,150.00| $ 122,953.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,486,513.79| $ 84,951,420.71| $ 85,748,924.10 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 2488693.00000 2488693.00| 4700000.00000 4700000.00| CLEARING AND GRUBBING | | | 0010 201002-000 3528.000 SY | 3.91000 13794.48| 5.60000 19756.80| EXISTING PAVEMENT REMOVAL | | | 0015 202001-000 1.000 LS | 21500.00000 21500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 11/1 | | | 0020 202001-000 1.000 LS | 13800.00000 13800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 11/2 | | | 0025 202001-000 1.000 LS | 23500.00000 23500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 4/1 | | | 0030 202001-000 1.000 LS | 21400.00000 21400.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 7/1 | | | 0035 202001-000 1.000 LS | 17100.00000 17100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 7/2 | | | 0040 202001-000 1.000 LS | 12800.00000 12800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 7/3 | | | 0045 202001-000 1.000 LS | 14000.00000 14000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 7/4 | | | 0050 202001-000 1.000 LS | 21000.00000 21000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 8/1 | | | 0055 202001-000 1.000 LS | 16000.00000 16000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 8/2 | | | 0060 202001-000 1.000 LS | 21400.00000 21400.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 9/1 | | | 0065 202002-000 LUMP | 3200.00000 3200.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 11/3 | | | 0070 202002-000 LUMP | 3200.00000 3200.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 7/5 | | | 0075 202002-000 LUMP | 3200.00000 3200.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 8/3 | | | 0080 202003-000 LUMP | 2700.00000 2700.00| 1000.00000 1000.00| SEPTIC TANK ABANDONMENT NUMBER, 11/4 | | | 0085 202003-000 LUMP | 2700.00000 2700.00| 1000.00000 1000.00| SEPTIC TANK ABANDONMENT NUMBER, 7/6 | | | 0090 202003-000 LUMP | 2700.00000 2700.00| 1000.00000 1000.00| SEPTIC TANK ABANDONMENT NUMBER, 8/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 204001-000 LUMP | 4550000.00000 4550000.00| 5214000.00000 5214000.00| MOBILIZATION | | | 0100 207001-001 3824410.000 CY | 3.85000 14723978.50| 5.00000 19122050.00| UNCLASSIFIED EXCAVATION | | | 0105 207002-000 20362.000 CY | 16.00000 325792.00| 29.45000 599660.90| SUBGRADE | | | 0110 207034-000 148016.000 SY | 1.35000 199821.60| 1.30000 192420.80| FABRIC FOR SEPARATION | | | 0115 211002-000 139.000 CY | 114.00000 15846.00| 79.00000 10981.00| ROCK BORROW EXCAVATION | | | 0120 211008-000 9741.000 TN | 6.00000 58446.00| 21.75000 211866.75| ROCK BORROW EXCAVATION | | | 0125 240001-000 512.000 LF | 11.00000 5632.00| 20.00000 10240.00| CLEAN CULVERT | | | 0130 307001-000 6959.000 CY | 32.00000 222688.00| 29.75000 207030.25| AGGREGATE BASE COURSE, CLASS 1 | | | 0135 307001-000 11148.000 CY | 32.50000 362310.00| 31.95000 356178.60| AGGREGATE BASE COURSE, CLASS 10 | | | 0140 307001-000 400.000 CY | 31.00000 12400.00| 34.15000 13660.00| AGGREGATE BASE COURSE, CLASS 3 | | | 0145 311006-001 6471.000 CY | 82.60000 534504.60| 84.00000 543564.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0150 408002-001 5670.000 GA | 2.15000 12190.50| 2.10000 11907.00| BITUMINOUS MATERIAL | | | 0155 415005-001 15541.000 SY | 4.10000 63718.10| 4.20000 65272.20| REMOVE EXISTING PAVEMENT SURFACE | | | 0160 501005-006 146.000 SY | 57.00000 8322.00| 140.00000 20440.00| 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0165 502001-012 1914.000 SY | 225.00000 430650.00| 222.30000 425482.20| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0170 601002-001 223.000 CY | 1420.00000 316660.00| 1391.25000 310248.75| CLASS B CONCRETE | | | 0175 604009-012 2.000 EA | 185.00000 370.00| 382.20000 764.40| 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0180 604009-016 5.000 EA | 245.00000 1225.00| 408.45000 2042.25| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 604009-022 1.000 EA | 475.00000 475.00| 908.50000 908.50| 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0190 604037-022 9.000 LF | 100.00000 900.00| 534.75000 4812.75| 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0195 604052-004 4190.000 LF | 12.30000 51537.00| 12.10000 50699.00| 6 INCH POLYVINYLCHLORIDE PIPE | | | 0200 604054-026 62.000 LF | 1880.00000 116560.00| 1492.70000 92547.40| 42 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS V | | | 0205 604054-128 49.000 LF | 1320.00000 64680.00| 2348.30000 115066.70| 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.250" THICKNESS | | | 0210 604054-128 50.000 LF | 1370.00000 68500.00| 2281.60000 114080.00| 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.688" THICKNESS | | | 0215 604057-012 74.000 LF | 49.00000 3626.00| 94.65000 7004.10| 15 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0220 604057-016 7675.000 LF | 57.00000 437475.00| 59.00000 452825.00| 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0225 604057-020 4897.000 LF | 66.00000 323202.00| 74.65000 365561.05| 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0230 604057-020 349.000 LF | 76.00000 26524.00| 86.55000 30205.95| 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0235 604057-022 2110.000 LF | 96.00000 202560.00| 91.90000 193909.00| 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0240 604057-022 579.000 LF | 82.00000 47478.00| 128.10000 74169.90| 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0245 604057-022 1006.000 LF | 87.00000 87522.00| 154.15000 155074.90| 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 604057-024 1235.000 LF | 150.00000 185250.00| 153.65000 189757.75| 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0255 604057-024 576.000 LF | 105.00000 60480.00| 274.40000 158054.40| 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | 0260 604057-026 1079.000 LF | 113.00000 121927.00| 138.20000 149117.80| 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0265 604057-026 652.000 LF | 122.00000 79544.00| 143.80000 93757.60| 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0270 604057-028 404.000 LF | 222.00000 89688.00| 262.45000 106029.80| 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0275 604057-032 448.000 LF | 255.00000 114240.00| 312.00000 139776.00| 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | C2 | | | 0280 604057-036 193.000 LF | 280.00000 54040.00| 346.85000 66942.05| 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0285 604057-036 300.000 LF | 280.00000 84000.00| 346.85000 104055.00| 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0290 604057-044 356.000 LF | 450.00000 160200.00| 612.90000 218192.40| 96 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0295 604057-044 331.000 LF | 450.00000 148950.00| 509.05000 168495.55| 96 INCH PRECOATED GALVANIZED STEEL PIPE | | | B5 | | | 0300 604070-105 280.000 LF | 1020.00000 285600.00| 1307.25000 366030.00| 12X7 FT PRECAST CONCRETE BOX CULVERT | | | 0305 604072-112 1.000 EA | 660.00000 660.00| 792.95000 792.95| 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0310 604072-116 2.000 EA | 750.00000 1500.00| 988.95000 1977.90| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0315 604072-122 2.000 EA | 2300.00000 4600.00| 3119.15000 6238.30| 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0320 604072-210 2.000 EA | 860.00000 1720.00| 948.50000 1897.00| 21X15 INCH CORRUGATED STEEL PIPE ARCH | | | SAFETY SLOPE END SECTION | | | 0325 604086-006 286.000 LF | 53.00000 15158.00| 64.75000 18518.50| 21X15 INCH PRECOATED GALVANIZED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0330 605001-001 1.000 EA | 3550.00000 3550.00| 3877.35000 3877.35| TYPE A MANHOLE | | | 0335 605004-001 4.000 EA | 2550.00000 10200.00| 3394.90000 13579.60| TYPE B INLET | | | 0340 605009-001 117.000 EA | 3150.00000 368550.00| 2882.50000 337252.50| TYPE G INLET | | | 0345 605014-001 4.000 EA | 7900.00000 31600.00| 6239.95000 24959.80| MODIFIED INLET, TYPE G | | | 0350 606025-004 106.000 LF | 18.50000 1961.00| 50.00000 5300.00| 6 INCH UNDERDRAIN PIPE | | | 0355 606029-001 85695.000 LF | 6.20000 531309.00| 6.05000 518454.75| FREE DRAINING BASE TRENCH | | | 0360 606030-001 21339.000 LF | 14.00000 298746.00| 13.55000 289143.45| OUTLET PIPE, 6 INCH | | | 0365 607001-001 41726.000 LF | 15.00000 625890.00| 14.65000 611285.90| TYPE 1 GUARDRAIL, CLASS I | | | 0370 607001-001 463.000 LF | 12.00000 5556.00| 11.20000 5185.60| TYPE 1 GUARDRAIL, CLASS III | | | 0375 607006-001 36.000 EA | 1375.00000 49500.00| 1417.50000 51030.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0380 607010-020 2385.000 LF | 1.50000 3577.50| 3.90000 9301.50| GUARDRAIL REMOVAL | | | 0385 607025-001 6.000 EA | 260.00000 1560.00| 892.50000 5355.00| CUT SLOPE TERMINAL, TYPE A | | | 0390 607025-001 1.000 EA | 317.00000 317.00| 577.50000 577.50| CUT SLOPE TERMINAL, TYPE B | | | 0395 607030-001 29.000 EA | 607.00000 17603.00| 624.75000 18117.75| SPECIAL TRAILING END TERMINAL | | | 0400 607065-001 29.000 EA | 2200.00000 63800.00| 2047.50000 59377.50| FLARED END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 608002-001 64376.000 LF | 12.75000 820794.00| 8.70000 560071.20| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0410 608003-005 8823.000 LF | 8.70000 76760.10| 6.60000 58231.80| 5 FT TEMPORARY FENCE | | | 0415 610001-003 141.000 LF | 27.00000 3807.00| 100.00000 14100.00| PLAIN CONCRETE CURBING, TYPE III | | | 0420 628004-001 500.000 LF | 16.00000 8000.00| 25.00000 12500.00| EXPLORATORY DRILLING AND SAMPLING, . | | | 0425 633001-001 11846.000 SY | 96.00000 1137216.00| 90.20000 1068509.20| CONCRETE GUTTER | | | 0430 633001-001 399.000 SY | 96.00000 38304.00| 90.20000 35989.80| CONCRETE GUTTER TYPE 5 | | | 0435 633001-001 569.000 SY | 96.00000 54624.00| 90.20000 51323.80| CONCRETE GUTTER TYPE 8 | | | 0440 633003-001 5868.000 CY | 21.70000 127335.60| 40.60000 238240.80| DUMPED ROCK GUTTER | | | 0445 636007-001 17637.000 LF | 0.84000 14815.08| 0.80000 14109.60| ERADICATION OF PAVEMENT MARKING | | | 0450 636008-001 53300.000 LF | 0.27000 14391.00| 0.16000 8528.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0455 636009-001 42411.000 LF | 1.45000 61495.95| 1.10000 46652.10| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | TYPE VIIB | | | 0460 636011-001 70040.000 UN | 1.00000 70040.00| 1.07000 74942.80| TRAFFIC CONTROL DEVICE | | | 0465 636012-010 20.000 EA | 395.00000 7900.00| 500.00000 10000.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0470 636013-001 896.000 EA | 4.00000 3584.00| 5.00000 4480.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0475 636014-001 3230.000 HR | 51.00000 164730.00| 65.00000 209950.00| FLAGGER | | | 0480 636017-001 2368.000 LF | 25.00000 59200.00| 41.45000 98153.60| TEMPORARY CONCRETE BARRIER | | | 0485 636018-001 2100.000 LF | 1.25000 2625.00| 5.00000 10500.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 636019-001 1550.000 LF | 13.40000 20770.00| 13.05000 20227.50| TEMPORARY GUARDRAIL BARRIER | | | 0495 636022-001 1080.000 DA | 62.00000 66960.00| 57.75000 62370.00| CHANGEABLE MESSAGE SIGN | | | 0500 636024-001 642.000 LF | 73.00000 46866.00| 75.00000 48150.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0505 636025-001 16810.000 DA | 1.70000 28577.00| 1.60000 26896.00| WARNING LIGHTS, TYPE B | | | 0510 637001-001 8677.000 MG | 18.00000 156186.00| 63.85000 554026.45| WATER FOR DUST PALLIATIVE | | | 0515 638002-001 293.000 EA | 37.00000 10841.00| 150.00000 43950.00| RIGHT OF WAY MARKER | | | 0520 638003-001 14.000 EA | 242.00000 3388.00| 250.00000 3500.00| SURVEY MARKER | | | 0525 638004-001 36.000 EA | 248.00000 8928.00| 200.00000 7200.00| OUTLET MARKER | | | 0530 639001-001 LUMP | 415000.00000 415000.00| 624000.00000 624000.00| CONSTRUCTION LAYOUT STAKE | | | 0535 640002-001 36.000 MO | 3200.00000 115200.00| 3000.00000 108000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0536 640002-001 36.000 MO | 3200.00000 115200.00| 3500.00000 126000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | ,MODIFIED | | | 0540 640003-001 LUMP | 5500.00000 5500.00| 10000.00000 10000.00| BUILDING EQUIPMENT | | | 0541 640003-001 LUMP | 5500.00000 5500.00| 15000.00000 15000.00| BUILDING EQUIPMENT ,CONFERENCE CENTER | | | 0545 642001-001 109908.000 LF | 0.47000 51656.76| 0.01000 1099.08| TEMPORARY BERM | | | 0550 642002-001 15879.000 LF | 6.70000 106389.30| 0.01000 158.79| SLOPE DRAIN | | | 0555 642004-001 17935.000 LB | 0.11000 1972.85| 0.11000 1972.85| SEED MIXTURE, TEMPORARY | | | 0560 642004-002 17219.000 LB | 2.30000 39603.70| 2.21000 38053.99| SEED MIXTURE, B | | | 0565 642004-003 15550.000 LB | 6.25000 97187.50| 6.04000 93922.00| SEED MIXTURE, D | | | 0570 642005-001 1059.000 TN | 325.00000 344175.00| 315.00000 333585.00| MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 642005-002 44.000 TN | 980.00000 43120.00| 945.00000 41580.00| MULCH, WOOD CELLULOSE FIBER | | | 0580 642006-001 222.000 TN | 490.00000 108780.00| 472.50000 104895.00| FERTILIZER | | | 0585 642007-001 11765.000 SY | 1.35000 15882.75| 1.31000 15412.15| FIBER MATTING | | | 0590 642008-001 650.000 LF | 45.00000 29250.00| 100.00000 65000.00| TEMPORARY PIPE | | | 0595 642009-001 151998.000 LF | 0.80000 121598.40| 0.01000 1519.98| CONTOUR DITCH | | | 0600 642010-001 441.000 TN | 10.85000 4784.85| 10.50000 4630.50| AGRICULTURAL LIMESTONE | | | 0605 642011-001 12419.000 EA | 3.50000 43466.50| 0.01000 124.19| HAY OR STRAW BALE | | | 0610 642012-001 160249.000 LF | 3.30000 528821.70| 0.01000 1602.49| SILT FENCE | | | 0615 642015-001 2400.000 LF | 12.00000 28800.00| 9.40000 22560.00| SUPER SILT FENCE | | | 0620 642031-001 5131.000 EA | 60.00000 307860.00| 0.01000 51.31| DITCH CHECK | | | 0625 642033-001 6717.000 CY | 7.00000 47019.00| 10.00000 67170.00| SEDIMENT TRAP | | | 0630 642036-001 5050.000 CY | 8.00000 40400.00| 0.01000 50.50| SEDIMENT REMOVAL | | | 0635 642040-001 125.000 EA | 280.00000 35000.00| 300.00000 37500.00| INLET PROTECTION ,STANDARD | | | 0640 642042-001 202.000 EA | 150.00000 30300.00| 0.01000 2.02| FLOCCULANT BLOCK | | | 0645 642050-001 11.000 EA | 600.00000 6600.00| 300.00000 3300.00| DEWATERING DEVICE | | | 0650 651001-001 111739.000 CY | 3.30000 368738.70| 4.00000 446956.00| FURNISHING AND PLACING TOPSOIL | | | 0655 652001-001 533.000 TN | 10.25000 5463.25| 10.50000 5596.50| AGRICULTURAL LIMESTONE | | | 0660 652002-001 169.000 TN | 1630.00000 275470.00| 1575.00000 266175.00| FERTILIZER, 10-20-10 | | | 0665 652002-002 72.000 TN | 325.00000 23400.00| 315.00000 22680.00| FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 652003-001 17034.000 LB | 1.10000 18737.40| 1.05000 17885.70| SEED MIXTURES, B, C-1, OR C-2 | | | 0675 652003-002 12917.000 LB | 2.20000 28417.40| 2.10000 27125.70| SEED MIXTURE, D | | | 0680 652004-001 727.000 TN | 163.00000 118501.00| 157.50000 114502.50| STRAW OR HAY MULCH | | | 0685 652004-002 75.000 TN | 543.00000 40725.00| 525.00000 39375.00| WOOD CELLULOSE FIBER MULCH | | | 0690 655001-001 43530.000 SY | 1.35000 58765.50| 1.31000 57024.30| MATTING | | | 0695 655002-001 65126.000 SY | 3.20000 208403.20| 3.10000 201890.60| PERMANENT EROSION MATTING, TYPE A | | | 0700 655002-001 6755.000 SY | 3.20000 21616.00| 3.10000 20940.50| PERMANENT EROSION MATTING, TYPE B | | | 0705 664001-009 2.000 EA | 2400.00000 4800.00| 1575.00000 3150.00| REMOVE AND RESET ATTENUATOR DEVICE | | | 0710 664011-001 4.000 EA | 5965.00000 23860.00| 4200.00000 16800.00| TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0715 665004-001 3.000 EA | 1100.00000 3300.00| 2000.00000 6000.00| WATER WELL SURVEY | | | 0720 670010-260 196.000 LF | 47.00000 9212.00| 82.50000 16170.00| 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 0725 675021-260 196.000 LF | 47.00000 9212.00| 82.50000 16170.00| 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 0730 695001-001 278984.000 SY | 46.95000 13098298.80| 58.32000 16270346.88| MAINLINE PAVEMENT | | | 0735 699000-001 4000.000 HR | 0.80000 3200.00| 0.80000 3200.00| ON JOB TRAINING | | | 0740 307005-001 AA1 6257.000 TN | 14.50000 90726.50| 16.00000 100112.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0745 307005-002 AA2 5687.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | 0750 307005-001 BB1 7219.000 TN | 14.50000 104675.50| 16.00000 115504.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 307005-002 BB2 6562.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0760 401001-001 CC1 10852.000 TN | 68.15000 739563.80| 69.30000 752043.60| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0765 401001-002 CC2 10360.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0770 401001-001 DD1 15204.000 TN | 66.10000 1004984.40| 67.20000 1021708.80| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0775 401001-002 DD2 14513.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0780 401001-011 EE1 2392.000 TN | 69.20000 165526.40| 70.35000 168277.20| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0785 401001-012 EE2 2212.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0790 401001-011 FF1 18986.000 TN | 67.10000 1273960.60| 68.25000 1295794.50| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0795 401001-012 FF2 17772.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0800 401001-011 GG1 1938.000 TN | 74.35000 144090.30| 75.60000 146512.80| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5, PG 64-22 | | | 0805 401001-012 GG2 1850.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5, PG 64-22 | | | 0810 401002-001 HH1 2864.000 TN | 73.32000 209988.48| 74.55000 213511.20| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0815 401002-002 HH2 2735.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 401003-001 JJ1 97.000 TN | 81.60000 7915.20| 82.95000 8046.15| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0825 401003-002 JJ2 93.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0830 401007-011 KK1 579.000 TN | 75.40000 43656.60| 76.65000 44380.35| SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0835 401007-012 KK2 553.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0840 402001-001 LL1 1121.000 TN | 77.50000 86877.50| 78.75000 88278.75| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0845 402001-002 LL2 1070.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0850 402001-011 MM1 3206.000 TN | 77.45000 248304.70| 78.75000 252472.50| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0855 402001-012 MM2 3004.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0860 402001-011 NN1 409.000 TN | 79.50000 32515.50| 80.85000 33067.65| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0865 402001-012 NN2 390.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0870 410001-002 PP1 75190.000 LF | 0.74000 55640.60| | SAWED RUMBLE STRIP | | | 0875 410001-003 PP2 75190.000 LF | | 0.25000 18797.50| MILLED RUMBLE STRIP | | | 0880 636002-001 RR1 5930.000 TN | 15.00000 88950.00| 16.00000 94880.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0885 636002-002 RR2 5404.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 53,714,259.65| $ 64,352,539.53| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0890 640004-001 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,000.00| $ 5,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKING | | | 0895 657006-001 592.000 LF | 59.30000 35105.60| 46.10000 27291.20| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0900 657006-005 414.000 LF | 81.00000 33534.00| 59.85000 24777.90| W6X12, A-572 SUPPORT, GALVANIZED | | | 0905 657006-010 247.000 LF | 97.00000 23959.00| 74.55000 18413.85| W8X18, A-572 SUPPORT, GALVANIZED | | | 0910 657008-001 557.000 LF | 10.80000 6015.60| 11.55000 6433.35| 2.00 LB CHANNEL POST | | | 0915 657010-001 3062.000 LF | 13.00000 39806.00| 13.90000 42561.80| 3.00 LB CHANNEL POST | | | 0920 657012-001 329.000 LF | 16.20000 5329.80| 18.50000 6086.50| 4.00 LB BACK TO BACK CHANNEL POST | | | 0925 657014-001 105.000 LF | 19.50000 2047.50| 20.50000 2152.50| 6.00 LB BACK TO BACK CHANNEL POST | | | 0930 657017-001 41.400 CY | 950.00000 39330.00| 1470.00000 60858.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0935 661001-001 2429.000 SF | 24.00000 58296.00| 16.80000 40807.20| 0.080 IN FLAT SHEET SIGN | | | 0940 661002-001 2024.000 SF | 27.00000 54648.00| 21.00000 42504.00| EXTRUDED PANEL SIGN | | | 0945 661004-002 34.000 EA | 5.40000 183.60| 52.50000 1785.00| DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE | | | 0950 661013-001 210.000 EA | 23.75000 4987.50| 25.20000 5292.00| PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0955 661013-001 208.000 EA | 40.00000 8320.00| 35.70000 7425.60| PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0960 661013-001 22.000 EA | 24.00000 528.00| 25.20000 554.40| PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | 0965 661013-001 197.000 EA | 40.00000 7880.00| 35.70000 7032.90| PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0970 661020-001 33.000 EA | 11.00000 363.00| 24.15000 796.95| DELINEATOR, TYPE B-1 YELLOW | | | 0975 663001-004 29190.000 LF | 0.28000 8173.20| 0.16000 4670.40| EDGE LINE, TYPE II - 4 IN WHITE | | | 0980 663001-004 13050.000 LF | 0.28000 3654.00| 0.16000 2088.00| EDGE LINE, TYPE II - 4 IN YELLOW | | | 0985 663001-028 70010.000 LF | 0.38000 26603.80| 0.30000 21003.00| EDGE LINE, TYPE IX - 6 IN WHITE | | | 0990 663001-028 69270.000 LF | 0.38000 26322.60| 0.30000 20781.00| EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0995 663001-035 4775.000 LF | 0.39000 1862.25| 0.50000 2387.50| EDGE LINE, TYPE IX - 8 IN WHITE | | | 1000 663002-028 17220.000 LF | 0.38000 6543.60| 0.30000 5166.00| LANE LINE, TYPE IX - 6 IN | | | 1005 663002-038 17490.000 LF | 0.28000 4897.20| 0.16000 2798.40| CENTERLINE, TYPE II - 4 IN | | | 1010 663004-011 2210.000 LF | 6.75000 14917.50| 5.80000 12818.00| CHANNELIZING LINE, TYPE V - 8 IN | | | 1015 663005-011 695.000 LF | 14.66000 10188.70| 14.70000 10216.50| STOP LINE, TYPE V - 24 IN | | | 1020 663007-010 2350.000 LF | 10.15000 23852.50| 8.95000 21032.50| STRIPE, TYPE V - 12 IN WHITE | | | 1025 663007-010 900.000 LF | 10.15000 9135.00| 8.95000 8055.00| STRIPE, TYPE V - 12 IN YELLOW | | | 1030 663008-005 5.000 EA | 50.75000 253.75| 39.90000 199.50| YIELD TRIANGLE, TYPE V | | | 1035 663010-010 32.000 EA | 215.00000 6880.00| 194.25000 6216.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1040 663010-012 4.000 EA | 225.00000 900.00| 194.25000 777.00| RAMP WRONG WAY ARROW, TY V | | | 1045 663012-208 1121.000 EA | 27.00000 30267.00| 22.60000 25334.60| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 494,784.70| $ 438,316.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASINS | | | 1050 207001-001 86478.000 CY | 3.30000 285377.40| 4.45000 384827.10| UNCLASSIFIED EXCAVATION | | | 1055 207034-000 3600.000 SY | 2.80000 10080.00| 2.00000 7200.00| FABRIC FOR SEPARATION | | | 1060 211001-000 12515.000 CY | 4.90000 61323.50| 0.01000 125.15| UNCLASSIFIED BORROW EXCAVATION | | | 1065 211008-000 7553.000 TN | 33.00000 249249.00| 21.75000 164277.75| ROCK BORROW EXCAVATION | | | 1070 211017-001 30438.000 SF | 2.80000 85226.40| 1.60000 48700.80| IMPERVIOUS CORE | | | 1075 604057-016 610.000 LF | 47.00000 28670.00| 110.10000 67161.00| 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1076 604057-020 332.000 LF | 58.00000 19256.00| 120.55000 40022.60| 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1077 604057-022 466.000 LF | 80.00000 37280.00| 129.70000 60440.20| 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1078 604057-024 330.000 LF | 92.00000 30360.00| 138.65000 45754.50| 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1100 633003-001 645.000 CY | 16.00000 10320.00| 40.60000 26187.00| DUMPED ROCK GUTTER | | | 1105 639001-001 LUMP | 500.00000 500.00| 26000.00000 26000.00| CONSTRUCTION LAYOUT STAKE | | | 1110 642012-001 8474.000 LF | 3.30000 27964.20| 3.00000 25422.00| SILT FENCE | | | 1115 642035-001 26.000 EA | 5200.00000 135200.00| 3837.35000 99771.10| RISER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1120 642036-001 55585.000 CY | 8.00000 444680.00| 0.01000 555.85| SEDIMENT REMOVAL | | | 1125 642042-001 68.000 EA | 150.00000 10200.00| 0.01000 0.68| FLOCCULANT BLOCK | | | 1130 642050-001 26.000 EA | 79.00000 2054.00| 300.00000 7800.00| DEWATERING DEVICE | | | SECTION TOTALS | $ 1,437,740.50| $ 1,004,245.73| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 1135 207001-001 34770.000 CY | 2.00000 69540.00| 3.00000 104310.00| UNCLASSIFIED EXCAVATION | | | 1140 207034-000 3395.000 SY | 2.70000 9166.50| 2.00000 6790.00| FABRIC FOR SEPARATION | | | 1145 211001-000 13749.000 CY | 4.25000 58433.25| 0.01000 137.49| UNCLASSIFIED BORROW EXCAVATION | | | 1150 211008-000 717.000 TN | 43.50000 31189.50| 21.75000 15594.75| ROCK BORROW EXCAVATION | | | 1155 633003-001 1143.000 CY | 16.20000 18516.60| 40.60000 46405.80| DUMPED ROCK GUTTER | | | 1160 655002-001 270.000 SY | 13.00000 3510.00| 13.20000 3564.00| PERMANENT EROSION MATTING, TYPE A | | | SECTION TOTALS | $ 190,355.85| $ 176,802.04| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BRIDGE #10392 (STONY RIVER) | | | 1165 212001-000 6091.000 CY | 30.50000 185775.50| 30.00000 182730.00| STRUCTURE EXCAVATION | | | 1170 212005-000 213.000 CY | 102.00000 21726.00| 105.00000 22365.00| SELECT MATERIAL FOR BACKFILLING | | | 1175 218006-000 5192.000 CY | 33.25000 172634.00| 35.00000 181720.00| FOUNDATION PROTECTION | | | 1180 601002-001 3413.000 CY | 475.50000 1622881.50| 489.00000 1668957.00| CLASS B CONCRETE | | | 1185 601002-003 3845.000 CY | 616.00000 2368520.00| 650.00000 2499250.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1190 601003-003 425.000 CY | 723.00000 307275.00| 750.00000 318750.00| CLASS K CONCRETE, ARCHITECTURAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 601009-001 3595.000 CY | 707.00000 2541665.00| 725.00000 2606375.00| CLASS H CONCRETE | | | 1200 602001-001 939770.000 LB | 0.95000 892781.50| 1.00000 939770.00| REINFORCING STEEL BAR | | | 1205 602002-001 1099297.000 LB | 0.95000 1044332.15| 1.10000 1209226.70| EPOXY COATED REINFORCING STEEL BAR | | | 1210 615001-001 6009117.000 LS | 8000000.00000 8000000.00|10112500.00000 10112500.00| STEEL SUPERSTRUCTURE | | | 1211 615028-001 18.000 EA | 3962.00000 71316.00| 3700.00000 66600.00| GUIDED BEARING, ELASTOMERIC | | | 1212 615029-001 18.000 EA | 5140.00000 92520.00| 3350.00000 60300.00| NON-GUIDED BEARING, ELASTOMERIC | | | 1213 615030-001 28.000 EA | 3855.00000 107940.00| 3600.00000 100800.00| FIXED BEARING, ELASTOMERIC | | | 1215 616004-006 1567.000 LF | 41.75000 65422.25| 43.00000 67381.00| HP12X53 STEEL BEARING PILE, DRIVEN | | | 1220 617003-001 2901.000 LF | 69.70000 202199.70| 72.00000 208872.00| ALUMINUM RAILING | | | 1225 625001-022 636.000 LF | 889.00000 565404.00| 900.00000 572400.00| 66 INCH DIAMETER DRILLED CAISSONS | | | 1230 625003-020 204.000 LF | 4134.00000 843336.00| 3860.00000 787440.00| 60 INCH ROCK SOCKET FOUNDATION | | | 1235 627020-001 178.000 LF | 1670.00000 297260.00| 1725.00000 307050.00| INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 1240 636005-001 1.000 LS | 385000.00000 385000.00| 390000.00000 390000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,CONSTRUCTION ACCESS | | | 1245 639001-001 LUMP | 21500.00000 21500.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 19,809,488.60| $ 22,322,486.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10391(MOUNT STORM RAILROAD) | | | 1250 212001-000 2420.000 CY | 13.00000 31460.00| 13.00000 31460.00| STRUCTURE EXCAVATION | | | 1255 212005-000 256.000 CY | 123.00000 31488.00| 130.00000 33280.00| SELECT MATERIAL FOR BACKFILLING | | | 1260 218004-001 7684.000 SY | 16.00000 122944.00| 18.00000 138312.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1265 601002-001 1218.000 CY | 456.00000 555408.00| 475.00000 578550.00| CLASS B CONCRETE | | | 1270 601002-003 585.000 CY | 910.00000 532350.00| 880.00000 514800.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1275 601003-003 202.000 CY | 792.00000 159984.00| 825.00000 166650.00| CLASS K CONCRETE, ARCHITECTURAL | | | 1280 601009-001 1811.000 CY | 659.00000 1193449.00| 680.00000 1231480.00| CLASS H CONCRETE | | | 1285 602001-001 381749.000 LB | 0.95000 362661.55| 1.00000 381749.00| REINFORCING STEEL BAR | | | 1290 602002-001 593616.000 LB | 0.95000 563935.20| 1.10000 652977.60| EPOXY COATED REINFORCING STEEL BAR | | | 1295 603003-001 117514.000 LB | 3.65000 428926.10| 4.00000 470056.00| POST TENSIONING STRANDS | | | 1300 603018-045 4926.000 LF | 550.00000 2709300.00| 620.00000 3054120.00| 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1303 608001-006 520.000 LF | 90.00000 46800.00| 24.95000 12974.00| 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1305 616004-016 1905.000 LF | 47.00000 89535.00| 48.00000 91440.00| HP14X73 STEEL BEARING PILE, DRIVEN | | | 1310 616005-006 1183.000 LF | 107.00000 126581.00| 110.00000 130130.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1315 616005-018 1678.000 LF | 155.00000 260090.00| 160.00000 268480.00| HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1320 617003-001 1055.000 LF | 70.70000 74588.50| 75.00000 79125.00| ALUMINUM RAILING | | | 1325 639001-001 LUMP | 21500.00000 21500.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 7,311,000.35| $ 7,855,583.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10390 (MOUNT STORM INTERCHANGE) | | | 1330 212001-000 1976.000 CY | 16.00000 31616.00| 15.00000 29640.00| STRUCTURE EXCAVATION | | | 1335 212005-000 194.000 CY | 80.00000 15520.00| 75.00000 14550.00| SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1340 218004-001 2643.000 SY | 18.00000 47574.00| 17.00000 44931.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1345 601002-001 805.000 CY | 605.00000 487025.00| 565.00000 454825.00| CLASS B CONCRETE | | | 1350 601002-003 325.000 CY | 616.00000 200200.00| 575.00000 186875.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1355 601003-003 92.000 CY | 1200.00000 110400.00| 1120.00000 103040.00| CLASS K CONCRETE, ARCHITECTURAL | | | 1360 601009-001 746.000 CY | 820.00000 611720.00| 765.00000 570690.00| CLASS H CONCRETE | | | 1365 602001-001 213690.000 LB | 1.05000 224374.50| 1.00000 213690.00| REINFORCING STEEL BAR | | | 1370 602002-001 253215.000 LB | 1.30000 329179.50| 1.20000 303858.00| EPOXY COATED REINFORCING STEEL BAR | | | 1375 615001-001 539678.000 LS | 785000.00000 785000.00| 1092800.00000 1092800.00| STEEL SUPERSTRUCTURE | | | 1378 616004-006 1084.000 LF | 40.70000 44118.80| 38.00000 41192.00| HP12X53 STEEL BEARING PILE, DRIVEN | | | 1380 616005-006 642.000 LF | 51.50000 33063.00| 48.00000 30816.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1385 617003-001 596.000 LF | 78.00000 46488.00| 73.00000 43508.00| ALUMINUM RAILING | | | 1390 639001-001 LUMP | 20200.00000 20200.00| 18800.00000 18800.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,986,478.80| $ 3,149,215.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10715 (RELOC. CR 42/1 OVER CORR. H) | | | 1395 212001-000 1052.000 CY | 16.00000 16832.00| 15.00000 15780.00| STRUCTURE EXCAVATION | | | 1400 212005-000 119.000 CY | 70.00000 8330.00| 65.00000 7735.00| SELECT MATERIAL FOR BACKFILLING | | | 1405 601002-001 640.000 CY | 541.00000 346240.00| 505.00000 323200.00| CLASS B CONCRETE | | | 1406 601002-003 169.000 CY | 562.00000 94978.00| 525.00000 88725.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1411 601003-003 84.000 CY | 884.00000 74256.00| 825.00000 69300.00| CLASS K CONCRETE, ARCHITECTURAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1412 601009-001 657.000 CY | 760.00000 499320.00| 710.00000 466470.00| CLASS H CONCRETE | | | 1415 602001-001 121983.000 LB | 1.05000 128082.15| 1.00000 121983.00| REINFORCING STEEL BAR | | | 1420 602002-001 149548.000 LB | 1.30000 194412.40| 1.20000 179457.60| EPOXY COATED REINFORCING STEEL BAR | | | 1425 615001-001 707300.000 LS | 1334000.00000 1334000.00| 1245800.00000 1245800.00| STEEL SUPERSTRUCTURE | | | 1430 615029-001 12.000 EA | 214.00000 2568.00| 200.00000 2400.00| NON-GUIDED BEARING, ELASTOMERIC | | | 1435 615030-001 4.000 EA | 509.00000 2036.00| 475.00000 1900.00| FIXED BEARING, ELASTOMERIC | | | 1440 639001-001 LUMP | 13000.00000 13000.00| 12100.00000 12100.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,714,054.55| $ 2,534,850.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10716 (CORR. H OVER RELOC. WV 42 & 93) | | | 1445 212001-000 1100.000 CY | 16.00000 17600.00| 15.00000 16500.00| STRUCTURE EXCAVATION | | | 1450 212005-000 170.000 CY | 80.00000 13600.00| 75.00000 12750.00| SELECT MATERIAL FOR BACKFILLING | | | 1455 601002-001 442.000 CY | 498.00000 220116.00| 465.00000 205530.00| CLASS B CONCRETE | | | 1456 601002-003 214.000 CY | 520.00000 111280.00| 485.00000 103790.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1461 601003-003 70.000 CY | 1082.00000 75740.00| 1010.00000 70700.00| CLASS K CONCRETE, ARCHITECTURAL | | | 1465 601009-001 602.000 CY | 632.00000 380464.00| 590.00000 355180.00| CLASS H CONCRETE | | | 1470 602001-001 111977.000 LB | 1.20000 134372.40| 1.10000 123174.70| REINFORCING STEEL BAR | | | 1475 602002-001 88898.000 LB | 1.30000 115567.40| 1.20000 106677.60| EPOXY COATED REINFORCING STEEL BAR | | | 1480 603018-045 1036.000 LF | 375.00000 388500.00| 350.00000 362600.00| 84 INCH PRESTRESSED CONCRETE I BEAM | | | 1485 615004-001 13806.000 LB | 0.90000 12425.40| 0.85000 11735.10| FABRICATED STRUCTURAL STEEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1490 615029-001 16.000 EA | 123.00000 1968.00| 115.00000 1840.00| NON-GUIDED BEARING, ELASTOMERIC | | | 1495 617003-001 318.000 LF | 79.00000 25122.00| 74.00000 23532.00| ALUMINUM RAILING | | | 1500 639001-001 LUMP | 13000.00000 13000.00| 12100.00000 12100.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,509,755.20| $ 1,406,109.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1505 639001-001 LUMP | 13900.00000 13900.00| 1800.00000 1800.00| CONSTRUCTION LAYOUT STAKE | | | 1510 670004-201 3755.000 LF | 59.00000 221545.00| 34.25000 128608.75| 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1515 670004-202 95.000 LF | 75.00000 7125.00| 167.00000 15865.00| 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1520 670004-205 1307.000 LF | 80.00000 104560.00| 26.00000 33982.00| 6 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 1525 670009-160 1.000 EA | 1600.00000 1600.00| 1800.00000 1800.00| 3 INCH GATE VALVE AND VALVE BOX | | | 1530 670009-200 7.000 EA | 1930.00000 13510.00| 1000.00000 7000.00| 6 INCH GATE VALVE AND VALVE BOX | | | 1535 670010-280 1171.000 LF | 150.00000 175650.00| 110.00000 128810.00| 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25", OPEN CUT INSTALLATION | | | 1540 670010-280 66.000 LF | 240.00000 15840.00| 225.00000 14850.00| 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375", BORE AND JACK INSTALLATION | | | 1545 670015-160 1.000 EA | 860.00000 860.00| 4100.00000 4100.00| 3 INCH METER | | | 1550 670017-001 1.000 EA | 750.00000 750.00| 3850.00000 3850.00| METER BOX | | | 1555 670019-120 4.000 EA | 1600.00000 6400.00| 2317.00000 9268.00| 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1560 670019-200 1.000 EA | 2150.00000 2150.00| 7812.00000 7812.00| 3 INCH SPECIAL VALVE, TEMPORARY PLUG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1565 670019-202 2.000 EA | 2500.00000 5000.00| 9925.00000 19850.00| 6 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1570 670019-204 2.000 EA | 2350.00000 4700.00| 10400.00000 20800.00| 4 INCH SPECIAL VALVE, TEMPORARY PLUG | | | SECTION TOTALS | $ 573,590.00| $ 398,395.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 NEDPOWER UTILITY RELOCATION | | | 1575 207002-000 900.000 CY | 55.00000 49500.00| 100.00000 90000.00| SUBGRADE | | | 1580 219001-001 825.000 CY | 165.00000 136125.00| 166.80000 137610.00| CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | C, 3000 PSI | | | 1585 639001-001 LUMP | 16000.00000 16000.00| 65762.40000 65762.40| CONSTRUCTION LAYOUT STAKE | | | 1590 662006-001 10.000 EA | 28300.00000 283000.00| 28643.85000 286438.50| JUNCTION BOX, TYPE A MODIFIED | | | 1595 662006-001 1.000 EA | 29400.00000 29400.00| 29729.70000 29729.70| JUNCTION BOX, TYPE B MODIFIED | | | 1600 662014-001 LUMP | 199300.00000 199300.00| 201653.76000 201653.76| INCIDENTAL ELECTRICAL WORK 2 INCH HDPE | | | 1605 662014-001 LUMP | 208900.00000 208900.00| 211309.60000 211309.60| INCIDENTAL ELECTRICAL WORK 8 INCH HDPE | | | 1610 675016-001 1.000 EA | 29500.00000 29500.00| 29746.65000 29746.65| SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | SECTION TOTALS | $ 951,725.00| $ 1,052,250.61| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 UTILITY RELOCATION | | | 1615 639001-001 LUMP | 80400.00000 80400.00| 77616.00000 77616.00| CONSTRUCTION LAYOUT STAKE | | | 1620 662003-001 1.000 LS | 50.00000 50.00| 52.25000 52.25| POLYVINYLCHLORIDE CONDUIT, 3 INCH, | | | ELECTRIC | | | 1625 662003-001 1.000 LS | 64900.00000 64900.00| 65659.45000 65659.45| POLYVINYLCHLORIDE CONDUIT, 4 INCH, | | | ELECTRIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0019943 COUNTIES : TUCKER GRANT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0328627 |( ) |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1630 662003-001 1.000 LS | 64900.00000 64900.00| 65659.45000 65659.45| POLYVINYLCHLORIDE CONDUIT, 4 INCH, | | | TELEPHONE | | | 1635 662003-001 1.000 LS | 34700.00000 34700.00| 35094.30000 35094.30| POLYVINYLCHLORIDE CONDUIT, 4 INCH, TV | | | CABLE | | | SECTION TOTALS | $ 244,950.00| $ 244,081.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 91,946,183.20| $ 104,939,876.96| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 CONTRACT DESCRIPTION : US 250, GLEN DALE NARROWS WALL PROJECT(S) : S326-0250/00-033.45 00 STPS 0002 455 D00 LOCATION: BEG: MP 33.45 US 250 END: MP 34.68 US 250 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 6,258,240.85 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 6,706,270.50 107.1590% 3 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 6,873,092.23 109.8247% 4 25-1370389 SWANK ASSOCIATED COMPANIES, INC. $ 7,473,254.13 119.4146% 5 31-4444098 ALAN STONE CO., INC. $ 7,822,332.75 124.9925% 6 25-0930077 JOSEPH B. FAY CO. $ 8,610,010.55 137.5788% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE PILING | | | 0005 201001-000 1.000 LS | 312000.00000 312000.00| 50000.00000 50000.00| 78250.00000 78250.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 200000.00000 200000.00| 156650.00000 156650.00| 340000.00000 340000.00 MOBILIZATION | | | 0015 207001-001 1573.000 CY | 21.00000 33033.00| 69.15000 108772.95| 25.00000 39325.00 UNCLASSIFIED EXCAVATION | | | 0020 211008-000 2160.000 TN | 37.00000 79920.00| 59.00000 127440.00| 35.00000 75600.00 ROCK BORROW EXCAVATION | | | 0025 311006-001 2271.000 CY | 108.00000 245268.00| 150.00000 340650.00| 170.00000 386070.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0030 408002-001 1343.000 GA | 2.00000 2686.00| 3.00000 4029.00| 2.55000 3424.65 BITUMINOUS MATERIAL | | | 0035 410001-002 6810.000 LF | 0.60000 4086.00| 1.30000 8853.00| 1.07000 7286.70 SAWED RUMBLE STRIP | | | 0040 415005-001 31204.000 SY | 1.20000 37444.80| 1.10000 34324.40| 1.00000 31204.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 601002-001 30.000 CY | 186.00000 5580.00| 630.00000 18900.00| 325.00000 9750.00 CLASS B CONCRETE | | | 0050 601006-001 235.000 CY | 230.00000 54050.00| 274.00000 64390.00| 325.00000 76375.00 CLASS D CONCRETE | | | 0055 604050-016 258.000 LF | 83.00000 21414.00| 133.00000 34314.00| 70.00000 18060.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-020 252.000 LF | 100.00000 25200.00| 213.00000 53676.00| 70.00000 17640.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 604050-022 8.000 LF | 160.00000 1280.00| 1025.00000 8200.00| 130.00000 1040.00 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0070 605010-001 38.000 EA | 3600.00000 136800.00| 4465.00000 169670.00| 3250.00000 123500.00 TYPE H INLET | | | 0075 607006-001 2.000 EA | 2000.00000 4000.00| 2400.00000 4800.00| 1989.00000 3978.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 607009-001 25.000 LF | 15.25000 381.25| 18.00000 450.00| 15.30000 382.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 607010-001 1662.000 LF | 3.25000 5401.50| 4.00000 6648.00| 3.26000 5418.12 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0090 607065-001 1.000 EA | 2300.00000 2300.00| 2640.00000 2640.00| 2244.00000 2244.00 FLARED END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 610006-007 6500.000 LF | 97.00000 630500.00| 109.41000 711165.00| 75.00000 487500.00 MEDIAN, TYPE VII | | | 0100 614001-003 3920.000 LF | 70.00000 274400.00| 66.25000 259700.00| 92.50000 362600.00 HP10X42 STEEL PILE | | | 0105 614001-006 6495.000 LF | 75.00000 487125.00| 66.50000 431917.50| 100.00000 649500.00 HP12X53 STEEL PILE | | | 0110 614001-007 903.000 LF | 80.00000 72240.00| 68.50000 61855.50| 105.00000 94815.00 HP12X63 STEEL PILE | | | 0115 614001-008 2590.000 LF | 85.00000 220150.00| 74.00000 191660.00| 110.00000 284900.00 HP12X74 STEEL PILE | | | 0120 614001-017 5730.000 LF | 92.50000 530025.00| 93.70000 536901.00| 115.00000 658950.00 HP14X89 STEEL PILE | | | 0125 614001-019 371.000 LF | 110.00000 40810.00| 105.00000 38955.00| 125.00000 46375.00 HP14X117 STEEL PILE | | | 0130 614001-055 1082.000 LF | 35.00000 37870.00| 47.50000 51395.00| 60.00000 64920.00 W8X21STEEL PILE | | | 0135 614001-155 472.000 LF | 115.00000 54280.00| 123.00000 58056.00| 150.00000 70800.00 W14X120 STEEL PILE | | | 0140 614001-267 1115.000 LF | 110.00000 122650.00| 195.25000 217703.75| 130.00000 144950.00 W24X94 STEEL PILE | | | 0145 614001-278 196.000 LF | 125.00000 24500.00| 222.00000 43512.00| 140.00000 27440.00 W24X117 STEEL PILE | | | 0150 614001-280 1149.000 LF | 130.00000 149370.00| 215.00000 247035.00| 155.00000 178095.00 W24X131 STEEL PILE | | | 0155 614001-312 1489.000 LF | 225.00000 335025.00| 284.00000 422876.00| 230.00000 342470.00 W27X178 STEEL PILE | | | 0160 614003-001 19845.000 SF | 18.00000 357210.00| 15.50000 307597.50| 17.00000 337365.00 CONCRETE LAGGING, THICKNESS 8" X 3' - | | | 9" | | | 0165 614003-001 11754.000 SF | 12.00000 141048.00| 13.50000 158679.00| 17.00000 199818.00 CONCRETE LAGGING, THICKNESS 8" X 5' - | | | 9" | | | 0167 614012-001 25.000 EA | 450.00000 11250.00| 400.00000 10000.00| 400.00000 10000.00 SPLICE STEEL PILE, WALLS L1 THRU L11 | | | 0168 614013-001 1572.000 LF | 20.00000 31440.00| 40.00000 62880.00| 45.88000 72123.36 CLEAN AND PAINT STEEL PILE WALLS L1 | | | THRU L11 | | | 0170 636007-001 3800.000 LF | 0.75000 2850.00| 0.90000 3420.00| 0.75000 2850.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636008-001 34250.000 LF | 0.50000 17125.00| 0.60000 20550.00| 0.50000 17125.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0177 636009-001 2450.000 LF | 1.30000 3185.00| 1.50000 3675.00| 1.25000 3062.50 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0180 636011-001 41100.000 UN | 1.00000 41100.00| 1.14000 46854.00| 0.95000 39045.00 TRAFFIC CONTROL DEVICE | | | 0185 636014-001 1000.000 HR | 10.00000 10000.00| 51.43000 51430.00| 45.00000 45000.00 FLAGGER | | | 0190 636014-002 1000.000 HR | 10.00000 10000.00| 59.96000 59960.00| 50.00000 50000.00 TRAFFIC DIRECTOR | | | 0192 636017-001 6624.000 LF | 12.50000 82800.00| 16.71000 110687.04| 14.00000 92736.00 TEMPORARY CONCRETE BARRIER 32" HIGH | | | 0195 636018-002 516.000 LF | 7.00000 3612.00| 5.70000 2941.20| 5.00000 2580.00 REMOVE AND RESET DOH FURNISHED | | | TEMPORARY CONCRETE BARRIER | | | 0200 636021-001 975.000 DA | 12.50000 12187.50| 14.40000 14040.00| 12.01000 11709.75 ELECTRIC ARROW | | | 0205 636022-001 650.000 DA | 37.00000 24050.00| 43.20000 28080.00| 36.03000 23419.50 CHANGEABLE MESSAGE SIGN | | | 0210 636028-001 300.000 DA | 10.00000 3000.00| 12.00000 3600.00| 10.00000 3000.00 SHADOW VEHICLE | | | 0212 636041-001 300.000 EA | 71.50000 21450.00| 84.00000 25200.00| 70.06000 21018.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0213 636042-001 300.000 EA | 122.00000 36600.00| 143.90000 43170.00| 120.10000 36030.00 TUBULAR MARKER REPLACEMENT | | | 0215 639001-001 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640004-001 LUMP | 2575.00000 2575.00| 3250.00000 3250.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0225 640006-001 24.000 MO | 2100.00000 50400.00| 1200.00000 28800.00| 1000.00000 24000.00 SMALL FIELD OFFICE | | | 0230 642004-003 70.000 LB | 21.50000 1505.00| 24.00000 1680.00| 20.02000 1401.40 SEED MIXTURE, D | | | 0235 642005-002 0.750 TN | 900.00000 675.00| 1800.00000 1350.00| 1501.20000 1125.90 MULCH, WOOD CELLULOSE FIBER | | | 0240 642006-001 0.400 TN | 875.00000 350.00| 1200.00000 480.00| 1000.80000 400.32 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 642012-001 6500.000 LF | 2.15000 13975.00| 4.00000 26000.00| 3.25000 21125.00 SILT FENCE | | | 0250 642031-001 44.000 EA | 275.00000 12100.00| 50.00000 2200.00| 100.00000 4400.00 DITCH CHECK | | | 0252 661020-001 135.000 EA | 36.00000 4860.00| 25.50000 3442.50| 25.00000 3375.00 DELINEATOR, TYPE B-1 | | | 0255 662002-001 LUMP | 6025.00000 6025.00| 7200.00000 7200.00| 6091.37000 6091.37 GALVANIZED STEEL CONDUIT 01 | | | 0260 662002-001 LUMP | 18100.00000 18100.00| 21600.00000 21600.00| 18274.11000 18274.11 GALVANIZED STEEL CONDUIT 02 | | | 0265 662003-001 1.000 LS | 36500.00000 36500.00| 43200.00000 43200.00| 36548.22000 36548.22 POLYVINYLCHLORIDE CONDUIT, 01 | | | 0270 662003-001 1.000 LS | 20000.00000 20000.00| 23400.00000 23400.00| 19796.95000 19796.95 POLYVINYLCHLORIDE CONDUIT, 02 | | | 0275 662006-002 38.000 EA | 1100.00000 41800.00| 1320.00000 50160.00| 1116.75000 42436.50 JUNCTION BOX EXTENSION, TYPE 18" X 18" | | | 0280 662006-002 4.000 EA | 1400.00000 5600.00| 1680.00000 6720.00| 1421.32000 5685.28 JUNCTION BOX EXTENSION, TYPE 24" X 24" | | | 0285 662007-001 57.000 EA | 802.00000 45714.00| 1000.00000 57000.00| 812.18000 46294.26 LUMINAIRE, 250W, HPS | | | 0290 662008-001 1.000 LS | 42500.00000 42500.00| 50400.00000 50400.00| 42639.59000 42639.59 CABLE, 01 | | | 0295 662008-001 1.000 LS | 41500.00000 41500.00| 49200.00000 49200.00| 41624.37000 41624.37 CABLE, 02 | | | 0300 662010-002 37.000 EA | 2125.00000 78625.00| 2520.00000 93240.00| 3700.51000 136918.87 LIGHTING SUPPORT, TYPE II, BEHIND NEW | | | WALL | | | 0305 662010-002 20.000 EA | 2125.00000 42500.00| 2520.00000 50400.00| 2131.98000 42639.60 LIGHTING SUPPORT, TYPE II, GROUND | | | MOUNTED | | | 0310 662013-001 LUMP | 12050.00000 12050.00| 14400.00000 14400.00| 12182.74000 12182.74 SERVICE AND CONTROL STATION, 01 | | | 0315 662013-001 LUMP | 12050.00000 12050.00| 14400.00000 14400.00| 12182.74000 12182.74 SERVICE AND CONTROL STATION, 02 | | | 0320 662014-001 LUMP | 150500.00000 150500.00| 180000.00000 180000.00| 152284.26000 152284.26 INCIDENTAL ELECTRICAL WORK | | | 0325 662015-001 1.000 LS | 1050.00000 1050.00| 1200.00000 1200.00| 1015.23000 1015.23 ELECTRICAL TEST, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 662015-001 1.000 LS | 1050.00000 1050.00| 1200.00000 1200.00| 1015.23000 1015.23 ELECTRICAL TEST, 02 | | | 0335 663001-004 14220.000 LF | 0.20000 2844.00| 0.24000 3412.80| 0.20000 2844.00 EDGE LINE, TYPE II - 4 IN PERM. WHITE | | | 0340 663001-004 14220.000 LF | 0.20000 2844.00| 0.24000 3412.80| 0.20000 2844.00 EDGE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0345 663002-005 3555.000 LF | 0.20000 711.00| 0.24000 853.20| 0.20000 711.00 LANE LINE, TYPE II - 4 IN PERM. WHITE | | | 0350 663002-005 3555.000 LF | 0.20000 711.00| 0.24000 853.20| 0.20000 711.00 LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0355 663002-005 3555.000 LF | 0.20000 711.00| 0.24000 853.20| 0.20000 711.00 LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | ROTOMILL | | | 0360 663002-038 28092.000 LF | 0.20000 5618.40| 0.24000 6742.08| 0.20000 5618.40 CENTERLINE, TYPE II - 4 IN PERM. YELLO | | | 0365 663002-038 28092.000 LF | 0.20000 5618.40| 0.24000 6742.08| 0.20000 5618.40 CENTERLINE, TYPE II - 4 IN TEMP. YELLO | | | 0370 663002-038 14220.000 LF | 0.20000 2844.00| 0.24000 3412.80| 0.20000 2844.00 CENTERLINE, TYPE II - 4 IN TEMP. | | | YELLOW ROTOMILL | | | 0375 663007-010 20.000 LF | 24.25000 485.00| 29.00000 580.00| 24.02000 480.40 STRIPE, TYPE V - 12 IN 12" YELLOW | | | 0380 663012-208 534.000 EA | 23.00000 12282.00| 27.00000 14418.00| 22.52000 12025.68 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0382 664011-001 4.000 EA | 4500.00000 18000.00| 3300.00000 13200.00| 3875.00000 15500.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0385 307005-001 AA1 281.000 TN | 35.00000 9835.00| 55.00000 15455.00| 50.00000 14050.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0390 307005-002 AA2 276.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0395 401001-001 BB1 2392.000 TN | 73.00000 174616.00| 58.50000 139932.00| 61.95000 148184.40 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0400 401001-002 BB2 2345.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1421920 |( 3 ) 31-1023518 |KELLY PAVING, INC. |OHIO-WEST VIRGINIA EXCAVATIN |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 401001-001 CC1 1196.000 TN | 75.00000 89700.00| 58.50000 69966.00| 61.95000 74092.20 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0410 401001-002 CC2 1172.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0415 402001-001 DD1 3759.000 TN | 80.00000 300720.00| 68.00000 255612.00| 71.47000 268655.73 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0420 402001-002 DD2 3684.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 6,258,240.85| $ 6,706,270.50| $ 6,873,092.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,258,240.85| $ 6,706,270.50| $ 6,873,092.23 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE PILING | | | 0005 201001-000 1.000 LS | 75000.00000 75000.00| 300000.00000 300000.00| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 350000.00000 350000.00| 330257.50000 330257.50| 361000.00000 361000.00 MOBILIZATION | | | 0015 207001-001 1573.000 CY | 40.00000 62920.00| 15.00000 23595.00| 34.00000 53482.00 UNCLASSIFIED EXCAVATION | | | 0020 211008-000 2160.000 TN | 25.00000 54000.00| 100.00000 216000.00| 12.00000 25920.00 ROCK BORROW EXCAVATION | | | 0025 311006-001 2271.000 CY | 110.00000 249810.00| 180.00000 408780.00| 145.00000 329295.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0030 408002-001 1343.000 GA | 2.00000 2686.00| 3.00000 4029.00| 2.55000 3424.65 BITUMINOUS MATERIAL | | | 0035 410001-002 6810.000 LF | 0.40000 2724.00| 1.00000 6810.00| 0.65000 4426.50 SAWED RUMBLE STRIP | | | 0040 415005-001 31204.000 SY | 1.00000 31204.00| 1.47000 45869.88| 1.20000 37444.80 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 601002-001 30.000 CY | 225.00000 6750.00| 250.00000 7500.00| 500.00000 15000.00 CLASS B CONCRETE | | | 0050 601006-001 235.000 CY | 250.00000 58750.00| 200.00000 47000.00| 175.00000 41125.00 CLASS D CONCRETE | | | 0055 604050-016 258.000 LF | 100.00000 25800.00| 265.00000 68370.00| 165.00000 42570.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-020 252.000 LF | 130.00000 32760.00| 220.00000 55440.00| 175.00000 44100.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 604050-022 8.000 LF | 400.00000 3200.00| 300.00000 2400.00| 185.00000 1480.00 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0070 605010-001 38.000 EA | 4000.00000 152000.00| 7000.00000 266000.00| 3600.00000 136800.00 TYPE H INLET | | | 0075 607006-001 2.000 EA | 2500.00000 5000.00| 2165.00000 4330.00| 2000.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 607009-001 25.000 LF | 37.78000 944.50| 17.00000 425.00| 15.00000 375.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 607010-001 1662.000 LF | 4.53000 7528.86| 4.00000 6648.00| 3.25000 5401.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0090 607065-001 1.000 EA | 2946.46000 2946.46| 2450.00000 2450.00| 2200.00000 2200.00 FLARED END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 610006-007 6500.000 LF | 132.50000 861250.00| 127.00000 825500.00| 200.00000 1300000.00 MEDIAN, TYPE VII | | | 0100 614001-003 3920.000 LF | 90.00000 352800.00| 81.05000 317716.00| 130.00000 509600.00 HP10X42 STEEL PILE | | | 0105 614001-006 6495.000 LF | 90.00000 584550.00| 71.73000 465886.35| 120.00000 779400.00 HP12X53 STEEL PILE | | | 0110 614001-007 903.000 LF | 110.00000 99330.00| 73.73000 66578.19| 135.00000 121905.00 HP12X63 STEEL PILE | | | 0115 614001-008 2590.000 LF | 110.00000 284900.00| 73.56000 190520.40| 140.00000 362600.00 HP12X74 STEEL PILE | | | 0120 614001-017 5730.000 LF | 125.00000 716250.00| 82.17000 470834.10| 140.00000 802200.00 HP14X89 STEEL PILE | | | 0125 614001-019 371.000 LF | 150.00000 55650.00| 89.86000 33338.06| 150.00000 55650.00 HP14X117 STEEL PILE | | | 0130 614001-055 1082.000 LF | 60.00000 64920.00| 55.00000 59510.00| 100.00000 108200.00 W8X21STEEL PILE | | | 0135 614001-155 472.000 LF | 140.00000 66080.00| 98.85000 46657.20| 155.00000 73160.00 W14X120 STEEL PILE | | | 0140 614001-267 1115.000 LF | 160.00000 178400.00| 93.25000 103973.75| 165.00000 183975.00 W24X94 STEEL PILE | | | 0145 614001-278 196.000 LF | 200.00000 39200.00| 113.00000 22148.00| 175.00000 34300.00 W24X117 STEEL PILE | | | 0150 614001-280 1149.000 LF | 200.00000 229800.00| 111.33000 127918.17| 175.00000 201075.00 W24X131 STEEL PILE | | | 0155 614001-312 1489.000 LF | 300.00000 446700.00| 170.00000 253130.00| 260.00000 387140.00 W27X178 STEEL PILE | | | 0160 614003-001 19845.000 SF | 20.00000 396900.00| 24.00000 476280.00| 17.00000 337365.00 CONCRETE LAGGING, THICKNESS 8" X 3' - | | | 9" | | | 0165 614003-001 11754.000 SF | 16.00000 188064.00| 24.00000 282096.00| 17.00000 199818.00 CONCRETE LAGGING, THICKNESS 8" X 5' - | | | 9" | | | 0167 614012-001 25.000 EA | 400.00000 10000.00| 1000.00000 25000.00| 1000.00000 25000.00 SPLICE STEEL PILE, WALLS L1 THRU L11 | | | 0168 614013-001 1572.000 LF | 8.00000 12576.00| 20.00000 31440.00| 65.00000 102180.00 CLEAN AND PAINT STEEL PILE WALLS L1 | | | THRU L11 | | | 0170 636007-001 3800.000 LF | 0.65000 2470.00| 0.85000 3230.00| 0.65000 2470.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636008-001 34250.000 LF | 0.22000 7535.00| 0.30000 10275.00| 0.25000 8562.50 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0177 636009-001 2450.000 LF | 1.10000 2695.00| 1.50000 3675.00| 1.10000 2695.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0180 636011-001 41100.000 UN | 1.56000 64116.00| 1.00000 41100.00| 0.90000 36990.00 TRAFFIC CONTROL DEVICE | | | 0185 636014-001 1000.000 HR | 35.00000 35000.00| 45.00000 45000.00| 45.00000 45000.00 FLAGGER | | | 0190 636014-002 1000.000 HR | 20.00000 20000.00| 44.40000 44400.00| 55.00000 55000.00 TRAFFIC DIRECTOR | | | 0192 636017-001 6624.000 LF | 20.00000 132480.00| 25.00000 165600.00| 20.00000 132480.00 TEMPORARY CONCRETE BARRIER 32" HIGH | | | 0195 636018-002 516.000 LF | 10.00000 5160.00| 15.00000 7740.00| 10.00000 5160.00 REMOVE AND RESET DOH FURNISHED | | | TEMPORARY CONCRETE BARRIER | | | 0200 636021-001 975.000 DA | 10.00000 9750.00| 17.25000 16818.75| 10.50000 10237.50 ELECTRIC ARROW | | | 0205 636022-001 650.000 DA | 35.00000 22750.00| 60.00000 39000.00| 45.00000 29250.00 CHANGEABLE MESSAGE SIGN | | | 0210 636028-001 300.000 DA | 45.00000 13500.00| 100.00000 30000.00| 130.00000 39000.00 SHADOW VEHICLE | | | 0212 636041-001 300.000 EA | 40.00000 12000.00| 40.00000 12000.00| 35.00000 10500.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0213 636042-001 300.000 EA | 40.00000 12000.00| 42.00000 12600.00| 35.00000 10500.00 TUBULAR MARKER REPLACEMENT | | | 0215 639001-001 LUMP | 150000.00000 150000.00| 150000.00000 150000.00| 74000.00000 74000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640004-001 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0225 640006-001 24.000 MO | 2000.00000 48000.00| 4000.00000 96000.00| 1590.00000 38160.00 SMALL FIELD OFFICE | | | 0230 642004-003 70.000 LB | 40.00000 2800.00| 25.00000 1750.00| 19.00000 1330.00 SEED MIXTURE, D | | | 0235 642005-002 0.750 TN | 1000.00000 750.00| 1700.00000 1275.00| 900.00000 675.00 MULCH, WOOD CELLULOSE FIBER | | | 0240 642006-001 0.400 TN | 1250.00000 500.00| 1200.00000 480.00| 1100.00000 440.00 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 642012-001 6500.000 LF | 3.50000 22750.00| 1.50000 9750.00| 6.00000 39000.00 SILT FENCE | | | 0250 642031-001 44.000 EA | 400.00000 17600.00| 100.00000 4400.00| 250.00000 11000.00 DITCH CHECK | | | 0252 661020-001 135.000 EA | 8.75000 1181.25| 20.00000 2700.00| 8.75000 1181.25 DELINEATOR, TYPE B-1 | | | 0255 662002-001 LUMP | 6000.00000 6000.00| 2775.00000 2775.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT 01 | | | 0260 662002-001 LUMP | 18000.00000 18000.00| 8602.50000 8602.50| 25000.00000 25000.00 GALVANIZED STEEL CONDUIT 02 | | | 0265 662003-001 1.000 LS | 36000.00000 36000.00| 56166.00000 56166.00| 50000.00000 50000.00 POLYVINYLCHLORIDE CONDUIT, 01 | | | 0270 662003-001 1.000 LS | 19500.00000 19500.00| 19724.00000 19724.00| 50000.00000 50000.00 POLYVINYLCHLORIDE CONDUIT, 02 | | | 0275 662006-002 38.000 EA | 1100.00000 41800.00| 1992.45000 75713.10| 1500.00000 57000.00 JUNCTION BOX EXTENSION, TYPE 18" X 18" | | | 0280 662006-002 4.000 EA | 1400.00000 5600.00| 2153.40000 8613.60| 2000.00000 8000.00 JUNCTION BOX EXTENSION, TYPE 24" X 24" | | | 0285 662007-001 57.000 EA | 800.00000 45600.00| 932.40000 53146.80| 600.00000 34200.00 LUMINAIRE, 250W, HPS | | | 0290 662008-001 1.000 LS | 42000.00000 42000.00| 79104.15000 79104.15| 100000.00000 100000.00 CABLE, 01 | | | 0295 662008-001 1.000 LS | 41000.00000 41000.00| 95865.15000 95865.15| 76250.00000 76250.00 CABLE, 02 | | | 0300 662010-002 37.000 EA | 2100.00000 77700.00| 8841.15000 327122.55| 5000.00000 185000.00 LIGHTING SUPPORT, TYPE II, BEHIND NEW | | | WALL | | | 0305 662010-002 20.000 EA | 2100.00000 42000.00| 2947.05000 58941.00| 4500.00000 90000.00 LIGHTING SUPPORT, TYPE II, GROUND | | | MOUNTED | | | 0310 662013-001 LUMP | 12000.00000 12000.00| 8519.25000 8519.25| 5000.00000 5000.00 SERVICE AND CONTROL STATION, 01 | | | 0315 662013-001 LUMP | 12000.00000 12000.00| 7647.90000 7647.90| 5000.00000 5000.00 SERVICE AND CONTROL STATION, 02 | | | 0320 662014-001 LUMP | 155007.21000 155007.21| 68265.00000 68265.00| 29800.00000 29800.00 INCIDENTAL ELECTRICAL WORK | | | 0325 662015-001 1.000 LS | 1000.00000 1000.00| 2258.85000 2258.85| 5000.00000 5000.00 ELECTRICAL TEST, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 662015-001 1.000 LS | 1000.00000 1000.00| 2258.85000 2258.85| 5000.00000 5000.00 ELECTRICAL TEST, 02 | | | 0335 663001-004 14220.000 LF | 0.15000 2133.00| 0.30000 4266.00| 0.15000 2133.00 EDGE LINE, TYPE II - 4 IN PERM. WHITE | | | 0340 663001-004 14220.000 LF | 0.15000 2133.00| 0.30000 4266.00| 0.15000 2133.00 EDGE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0345 663002-005 3555.000 LF | 0.15000 533.25| 0.30000 1066.50| 0.15000 533.25 LANE LINE, TYPE II - 4 IN PERM. WHITE | | | 0350 663002-005 3555.000 LF | 0.15000 533.25| 0.30000 1066.50| 0.15000 533.25 LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0355 663002-005 3555.000 LF | 0.25000 888.75| 0.30000 1066.50| 0.25000 888.75 LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | ROTOMILL | | | 0360 663002-038 28092.000 LF | 0.15000 4213.80| 0.30000 8427.60| 0.15000 4213.80 CENTERLINE, TYPE II - 4 IN PERM. YELLO | | | 0365 663002-038 28092.000 LF | 0.15000 4213.80| 0.30000 8427.60| 0.15000 4213.80 CENTERLINE, TYPE II - 4 IN TEMP. YELLO | | | 0370 663002-038 14220.000 LF | 0.25000 3555.00| 0.30000 4266.00| 0.25000 3555.00 CENTERLINE, TYPE II - 4 IN TEMP. | | | YELLOW ROTOMILL | | | 0375 663007-010 20.000 LF | 9.00000 180.00| 10.00000 200.00| 9.00000 180.00 STRIPE, TYPE V - 12 IN 12" YELLOW | | | 0380 663012-208 534.000 EA | 21.50000 11481.00| 28.00000 14952.00| 22.00000 11748.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0382 664011-001 4.000 EA | 3845.00000 15380.00| 4350.00000 17400.00| 4000.00000 16000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0385 307005-001 AA1 281.000 TN | 35.00000 9835.00| 100.00000 28100.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0390 307005-002 AA2 276.000 TN | | | 40.00000 11040.00 AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0395 401001-001 BB1 2392.000 TN | 73.00000 174616.00| 70.00000 167440.00| 62.00000 148304.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0400 401001-002 BB2 2345.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0812340 COUNTIES : MARSHALL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1370389 |( 5 ) 31-4444098 |( 6 ) 25-0930077 |SWANK ASSOCIATED COMPANIES, |ALAN STONE CO., INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 401001-001 CC1 1196.000 TN | 75.00000 89700.00| 70.00000 83720.00| 62.00000 74152.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0410 401001-002 CC2 1172.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0415 402001-001 DD1 3759.000 TN | 80.00000 300720.00| 80.00000 300720.00| 71.00000 266889.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0420 402001-002 DD2 3684.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 7,473,254.13| $ 7,822,332.75| $ 8,610,010.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,473,254.13| $ 7,822,332.75| $ 8,610,010.55 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 1015926R1 COUNTIES : RANDOLPH LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 CONTRACT DESCRIPTION : BEVERLY - CHENOWETH CREEK ROAD PROJECT(S) : S342-0219/00-034.10 00 0STP 0219 301 D00 LOCATION: CO 28 - CO 25/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 1,623,806.51 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,669,514.88 102.8149% 3 55-0663428 MEADOWS STONE & PAVING, INC. $ 1,924,882.30 118.5414% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1015926R1 COUNTIES : RANDOLPH LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0570769 |( 3 ) 55-0663428 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURF, 1.5" WEARING, SCRATCH, PVT MARKINGS, PVD SHLDS, GR | | | 0005 204001-000 LUMP | 10000.00000 10000.00| 7400.00000 7400.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 207001-001 1886.000 CY | 0.01000 18.86| 0.10000 188.60| 15.50000 29233.00 UNCLASSIFIED EXCAVATION | | | 0015 408002-001 4450.000 GA | 2.25000 10012.50| 2.00000 8900.00| 2.00000 8900.00 BITUMINOUS MATERIAL | | | 0020 607009-001 12587.500 LF | 3.50000 44056.25| 3.20000 40280.00| 3.40000 42797.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0025 607010-001 37.500 LF | 3.30000 123.75| 3.25000 121.88| 5.00000 187.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0030 607035-001 150.000 EA | 66.00000 9900.00| 62.00000 9300.00| 85.00000 12750.00 GUARDRAIL ELEMENT | | | 0035 607042-001 100.000 EA | 37.40000 3740.00| 35.00000 3500.00| 5.00000 500.00 6 FT STEEL POST | | | 0040 607065-001 1.000 EA | 1650.00000 1650.00| 1550.00000 1550.00| 1800.00000 1800.00 FLARED END TERMINAL | | | 0045 636011-001 18880.000 UN | 0.55000 10384.00| 1.25000 23600.00| 1.10000 20768.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 600.000 HR | 53.75000 32250.00| 0.01000 6.00| 45.00000 27000.00 FLAGGER | | | 0055 636021-001 60.000 DA | 8.80000 528.00| 16.00000 960.00| 15.00000 900.00 ELECTRIC ARROW | | | 0060 663001-004 39800.000 LF | 0.17000 6766.00| 0.15000 5970.00| 0.23000 9154.00 EDGE LINE, TYPE II - 4 IN (TEMPORARY) | | | 0065 663001-019 39800.000 LF | 0.17000 6766.00| 0.22000 8756.00| 0.21000 8358.00 EDGE LINE, TYPE IX - 4 IN (PERMANENT) | | | 0070 663002-005 46370.000 LF | 0.17000 7882.90| 0.15000 6955.50| 0.23000 10665.10 LANE LINE, TYPE II - 4 IN (TEMPORARY) | | | 0075 663002-010 8700.000 LF | 5.50000 47850.00| 4.00000 34800.00| 3.74000 32538.00 LANE LINE, TYPE V (INLAID WHITE) | | | 0080 663002-019 46370.000 LF | 0.17000 7882.90| 0.22000 10201.40| 0.21000 9737.70 LANE LINE, TYPE IX - 4 IN (PERMANENT) | | | 0085 663004-011 1295.000 LF | 6.05000 7834.75| 6.00000 7770.00| 5.50000 7122.50 CHANNELIZING LINE, TYPE V - 8 IN (8" | | | WHITE) | | | 0090 663005-010 121.000 LF | 17.60000 2129.60| 15.50000 1875.50| 14.00000 1694.00 STOP LINE, TYPE V - 12 IN (2' WIDE) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1015926R1 COUNTIES : RANDOLPH LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0570769 |( 3 ) 55-0663428 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663007-010 1015.000 LF | 8.80000 8932.00| 8.00000 8120.00| 7.25000 7358.75 STRIPE, TYPE V - 12 IN (12" WHITE) | | | 0100 663007-010 200.000 LF | 8.80000 1760.00| 8.00000 1600.00| 7.25000 1450.00 STRIPE, TYPE V - 12 IN (12" YELLOW) | | | 0105 663010-010 49.000 EA | 220.00000 10780.00| 185.00000 9065.00| 175.00000 8575.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0110 663011-010 16.000 EA | 77.00000 1232.00| 75.00000 1200.00| 71.00000 1136.00 LANE LETTER, TYPE V | | | 0115 307005-001 AA1 2000.000 TN | 0.01000 20.00| 12.00000 24000.00| 26.05000 52100.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0120 307005-002 AA2 1820.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0125 401001-001 BB1 3735.000 TN | 59.95000 223913.25| 67.00000 250245.00| 62.90000 234931.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0130 401001-002 BB2 3399.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0135 401007-001 CC1 4800.000 TN | 65.90000 316320.00| 68.00000 326400.00| 68.49000 328752.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 CC2 4368.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 DD1 12525.000 TN | 67.95000 851073.75| 70.00000 876750.00| 83.95000 1051473.75 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0150 402001-002 DD2 11398.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,623,806.51| $ 1,669,514.88| $ 1,924,882.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,623,806.51| $ 1,669,514.88| $ 1,924,882.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 1002928 COUNTIES : BRAXTON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 07 CONTRACT DESCRIPTION : OLD TURNPIKE ROAD PROJECT(S) : U304-0019/40-000.11 00 0ERP 1940 005 D00 LOCATION: NICHOLAS COUNTY LINE - CO 19/35 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1148628 PDK CONSTRUCTION, INC. $ 122,185.00 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 127,754.50 104.5583% 3 55-0757553 SHEPAUL ENTERPRISES, INC. $ 154,022.00 126.0564% 4 25-1000923 PENN LINE SERVICE, INC. $ 162,687.50 133.1485% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1002928 COUNTIES : BRAXTON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 55-0757553 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 204001-000 LUMP | 2400.00000 2400.00| 1000.00000 1000.00| 2885.00000 2885.00 MOBILIZATION | | | 0010 607001-001 8250.000 LF | 11.96000 98670.00| 12.95000 106837.50| 13.84000 114180.00 TYPE 1 GUARDRAIL, CLASS I | | | 0015 607010-020 3300.000 LF | 0.80000 2640.00| 0.50000 1650.00| 1.18000 3894.00 GUARDRAIL REMOVAL | | | 0020 607066-001 11.000 EA | 1660.00000 18260.00| 1650.00000 18150.00| 1858.00000 20438.00 TANGENT END TERMINAL | | | 0025 636011-001 1150.000 UN | 0.10000 115.00| 0.10000 115.00| 1.10000 1265.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 200.000 HR | 0.50000 100.00| 0.01000 2.00| 56.80000 11360.00 FLAGGER | | | SECTION TOTALS | $ 122,185.00| $ 127,754.50| $ 154,022.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 122,185.00| $ 127,754.50| $ 154,022.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1002928 COUNTIES : BRAXTON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1000923 |( ) |( ) |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 204001-000 LUMP | 5000.00000 5000.00| | MOBILIZATION | | | 0010 607001-001 8250.000 LF | 15.00000 123750.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0015 607010-020 3300.000 LF | 1.00000 3300.00| | GUARDRAIL REMOVAL | | | 0020 607066-001 11.000 EA | 1850.00000 20350.00| | TANGENT END TERMINAL | | | 0025 636011-001 1150.000 UN | 0.25000 287.50| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 200.000 HR | 50.00000 10000.00| | FLAGGER | | | SECTION TOTALS | $ 162,687.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 162,687.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 CONTRACT DESCRIPTION : LITTLE FLINT SLAB BR PROJECT(S) : S309-0003/00-000.64 00 ACBR 0003 224 D00 LOCATION: /LITTLE FLINT RUN,0.01 MI E CO 14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 289,982.61 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 292,708.25 100.9399% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 341,385.00 117.7260% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 348,488.00 120.1755% 5 55-0484695 PAULS CONCRETE, INC. $ 356,480.75 122.9318% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 357,490.00 123.2798% 7 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 376,193.00 129.7295% 8 55-0663428 MEADOWS STONE & PAVING, INC. $ 399,383.25 137.7266% 9 34-1199322 VELOTTA COMPANY, THE $ 484,973.65 167.2423% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 31-4444098 |( 3 ) 34-1421920 |HOKE BROTHERS CONTRACTING, I |ALAN STONE CO., INC. |OHIO-WEST VIRGINIA EXCAVATING 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 | 7000.00000 7000.00| 5000.00000 5000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 14000.00000 14000.00| 8000.00000 8000.00| 16000.00000 16000.00 MOBILIZATION | | | 0015 207001-001 820.000 CY | 0.01000 8.20| 15.00000 12300.00| 20.00000 16400.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1885.000 SY | 1.75000 3298.75| 1.25000 2356.25| 2.00000 3770.00 FABRIC FOR SEPARATION | | | 0025 307001-000 276.000 CY | 60.00000 16560.00| 60.00000 16560.00| 80.00000 22080.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 307001-000 122.000 CY | 60.00000 7320.00| 75.00000 9150.00| 82.00000 10004.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0035 408002-001 85.000 GA | 5.50000 467.50| 6.00000 510.00| 5.00000 425.00 BITUMINOUS MATERIAL | | | 0040 604001-016 48.000 LF | 120.00000 5760.00| 67.00000 3216.00| 75.00000 3600.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 100.000 LF | 50.00000 5000.00| 45.00000 4500.00| 42.00000 4200.00 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636005-001 1.000 LS | 26000.00000 26000.00| 21000.00000 21000.00| 30000.00000 30000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0055 636011-001 4620.000 UN | 1.50000 6930.00| 1.00000 4620.00| 0.85000 3927.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 200.000 HR | 0.01000 2.00| 1.00000 200.00| 55.00000 11000.00 FLAGGER | | | 0065 636019-001 150.000 LF | 10.00000 1500.00| 15.00000 2250.00| 12.00000 1800.00 TEMPORARY GUARDRAIL BARRIER | | | 0070 636025-001 720.000 DA | 0.01000 7.20| 1.00000 720.00| 1.50000 1080.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 960.000 DA | 0.01000 9.60| 1.25000 1200.00| 1.50000 1440.00 WARNING LIGHTS, TYPE B | | | 0080 638002-001 9.000 EA | 100.00000 900.00| 200.00000 1800.00| 100.00000 900.00 RIGHT OF WAY MARKER | | | 0085 638004-001 1.000 EA | 50.00000 50.00| 100.00000 100.00| 700.00000 700.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 31-4444098 |( 3 ) 34-1421920 |HOKE BROTHERS CONTRACTING, I |ALAN STONE CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 5.000 MO | 300.00000 1500.00| 1000.00000 5000.00| 800.00000 4000.00 MINIMAL FIELD OFFICE | | | 0100 642004-001 18.000 LB | 0.01000 0.18| 50.00000 900.00| 20.00000 360.00 SEED MIXTURE, TEMPORARY | | | 0105 642005-001 0.600 TN | 0.10000 0.06| 850.00000 510.00| 500.00000 300.00 MULCH, STRAW OR HAY | | | 0110 642006-001 0.120 TN | 1.00000 0.12| 600.00000 72.00| 800.00000 96.00 FERTILIZER | | | 0115 642012-001 300.000 LF | 4.00000 1200.00| 1.00000 300.00| 3.00000 900.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 50.00000 200.00| 150.00000 600.00| 50.00000 200.00 DITCH CHECK | | | 0125 663002-038 600.000 LF | 2.10000 1260.00| 2.00000 1200.00| 0.35000 210.00 CENTERLINE, TYPE II - 4 IN | | | 0130 401001-001 AA1 178.000 TN | 125.00000 22250.00| 111.00000 19758.00| 110.00000 19580.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0135 401001-002 AA2 170.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0140 401002-001 BB1 86.000 TN | 135.00000 11610.00| 134.00000 11524.00| 130.00000 11180.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0145 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 135,333.61| $ 135,846.25| $ 169,652.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0150 203001-000 LUMP | 8000.00000 8000.00| 7500.00000 7500.00| 7000.00000 7000.00 DISMANTLING STRUCTURE | | | 0155 218006-000 148.000 CY | 55.00000 8140.00| 45.00000 6660.00| 72.00000 10656.00 FOUNDATION PROTECTION | | | 0160 601002-001 32.000 CY | 650.00000 20800.00| 985.00000 31520.00| 675.00000 21600.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 31-4444098 |( 3 ) 34-1421920 |HOKE BROTHERS CONTRACTING, I |ALAN STONE CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 602002-001 5060.000 LB | 1.65000 8349.00| 2.00000 10120.00| 1.50000 7590.00 EPOXY COATED REINFORCING STEEL BAR | | | 0170 603016-011 396.000 LF | 235.00000 93060.00| 210.00000 83160.00| 267.00000 105732.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0175 616004-004 196.000 LF | 55.00000 10780.00| 57.00000 11172.00| 70.00000 13720.00 HP10X57 STEEL BEARING PILE, DRIVEN | | | 0180 619002-001 141.000 SY | 20.00000 2820.00| 30.00000 4230.00| 35.00000 4935.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | 0185 639001-001 LUMP | 2700.00000 2700.00| 2500.00000 2500.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 154,649.00| $ 156,862.00| $ 171,733.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 289,982.61| $ 292,708.25| $ 341,385.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0484695 |( 6 ) 55-0710073 |BILCO CONSTRUCTION CO., INC. |PAULS CONCRETE, INC. |TEAYS RIVER CONSTRUCTION COMP 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 | 30000.00000 30000.00| 15000.00000 15000.00| 26000.00000 26000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 17000.00000 17000.00| 15000.00000 15000.00| 17000.00000 17000.00 MOBILIZATION | | | 0015 207001-001 820.000 CY | 4.00000 3280.00| 15.00000 12300.00| 20.00000 16400.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1885.000 SY | 1.00000 1885.00| 1.55000 2921.75| 1.80000 3393.00 FABRIC FOR SEPARATION | | | 0025 307001-000 276.000 CY | 50.00000 13800.00| 75.00000 20700.00| 75.00000 20700.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 307001-000 122.000 CY | 50.00000 6100.00| 75.00000 9150.00| 85.00000 10370.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0035 408002-001 85.000 GA | 5.50000 467.50| 5.00000 425.00| 5.00000 425.00 BITUMINOUS MATERIAL | | | 0040 604001-016 48.000 LF | 92.00000 4416.00| 100.00000 4800.00| 78.00000 3744.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 100.000 LF | 44.00000 4400.00| 40.00000 4000.00| 45.00000 4500.00 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636005-001 1.000 LS | 19200.00000 19200.00| 35000.00000 35000.00| 20000.00000 20000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0055 636011-001 4620.000 UN | 1.00000 4620.00| 1.00000 4620.00| 1.00000 4620.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 200.000 HR | 40.00000 8000.00| 50.00000 10000.00| 0.01000 2.00 FLAGGER | | | 0065 636019-001 150.000 LF | 12.00000 1800.00| 11.00000 1650.00| 11.00000 1650.00 TEMPORARY GUARDRAIL BARRIER | | | 0070 636025-001 720.000 DA | 0.25000 180.00| 1.25000 900.00| 1.25000 900.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 960.000 DA | 1.70000 1632.00| 1.25000 1200.00| 1.25000 1200.00 WARNING LIGHTS, TYPE B | | | 0080 638002-001 9.000 EA | 29.00000 261.00| 100.00000 900.00| 60.00000 540.00 RIGHT OF WAY MARKER | | | 0085 638004-001 1.000 EA | 125.00000 125.00| 200.00000 200.00| 100.00000 100.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0484695 |( 6 ) 55-0710073 |BILCO CONSTRUCTION CO., INC. |PAULS CONCRETE, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 5.000 MO | 600.00000 3000.00| 1000.00000 5000.00| 600.00000 3000.00 MINIMAL FIELD OFFICE | | | 0100 642004-001 18.000 LB | 9.50000 171.00| 30.00000 540.00| 35.00000 630.00 SEED MIXTURE, TEMPORARY | | | 0105 642005-001 0.600 TN | 970.00000 582.00| 850.00000 510.00| 600.00000 360.00 MULCH, STRAW OR HAY | | | 0110 642006-001 0.120 TN | 2090.00000 250.80| 700.00000 84.00| 800.00000 96.00 FERTILIZER | | | 0115 642012-001 300.000 LF | 2.00000 600.00| 4.00000 1200.00| 2.00000 600.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 50.00000 200.00| 100.00000 400.00| 125.00000 500.00 DITCH CHECK | | | 0125 663002-038 600.000 LF | 2.20000 1320.00| 0.40000 240.00| 0.45000 270.00 CENTERLINE, TYPE II - 4 IN | | | 0130 401001-001 AA1 178.000 TN | 110.00000 19580.00| 100.00000 17800.00| 120.00000 21360.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0135 401001-002 AA2 170.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0140 401002-001 BB1 86.000 TN | 130.00000 11180.00| 120.00000 10320.00| 145.00000 12470.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0145 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 169,050.30| $ 178,360.75| $ 175,830.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0150 203001-000 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0155 218006-000 148.000 CY | 50.00000 7400.00| 100.00000 14800.00| 90.00000 13320.00 FOUNDATION PROTECTION | | | 0160 601002-001 32.000 CY | 935.00000 29920.00| 1000.00000 32000.00| 850.00000 27200.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0484695 |( 6 ) 55-0710073 |BILCO CONSTRUCTION CO., INC. |PAULS CONCRETE, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 602002-001 5060.000 LB | 1.80000 9108.00| 2.00000 10120.00| 1.75000 8855.00 EPOXY COATED REINFORCING STEEL BAR | | | 0170 603016-011 396.000 LF | 230.00000 91080.00| 225.00000 89100.00| 240.00000 95040.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0175 616004-004 196.000 LF | 40.00000 7840.00| 55.00000 10780.00| 70.00000 13720.00 HP10X57 STEEL BEARING PILE, DRIVEN | | | 0180 619002-001 141.000 SY | 29.00000 4089.00| 20.00000 2820.00| 25.00000 3525.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | 0185 639001-001 LUMP | 15000.70000 15000.70| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 179,437.70| $ 178,120.00| $ 181,660.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 348,488.00| $ 356,480.75| $ 357,490.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0434699 |( 8 ) 55-0663428 |( 9 ) 34-1199322 |SAVAGE CONSTRUCTION COMPANY, |MEADOWS STONE & PAVING, INC. |VELOTTA COMPANY, THE 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 | 24000.00000 24000.00| 39500.00000 39500.00| 7000.00000 7000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 18000.00000 18000.00| 8200.00000 8200.00| 70000.00000 70000.00 MOBILIZATION | | | 0015 207001-001 820.000 CY | 20.00000 16400.00| 14.00000 11480.00| 38.00000 31160.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1885.000 SY | 1.15000 2167.75| 1.75000 3298.75| 2.25000 4241.25 FABRIC FOR SEPARATION | | | 0025 307001-000 276.000 CY | 72.00000 19872.00| 70.00000 19320.00| 106.00000 29256.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 307001-000 122.000 CY | 75.00000 9150.00| 70.00000 8540.00| 100.00000 12200.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0035 408002-001 85.000 GA | 5.75000 488.75| 5.00000 425.00| 3.00000 255.00 BITUMINOUS MATERIAL | | | 0040 604001-016 48.000 LF | 57.00000 2736.00| 117.00000 5616.00| 140.00000 6720.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 100.000 LF | 46.00000 4600.00| 44.40000 4440.00| 44.40000 4440.00 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636005-001 1.000 LS | 42500.00000 42500.00| 60000.00000 60000.00| 52215.00000 52215.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0055 636011-001 4620.000 UN | 1.15000 5313.00| 1.25000 5775.00| 0.80000 3696.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 200.000 HR | 50.00000 10000.00| 50.00000 10000.00| 40.00000 8000.00 FLAGGER | | | 0065 636019-001 150.000 LF | 13.00000 1950.00| 8.55000 1282.50| 8.55000 1282.50 TEMPORARY GUARDRAIL BARRIER | | | 0070 636025-001 720.000 DA | 1.45000 1044.00| 1.50000 1080.00| 1.50000 1080.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 960.000 DA | 1.45000 1392.00| 2.00000 1920.00| 1.50000 1440.00 WARNING LIGHTS, TYPE B | | | 0080 638002-001 9.000 EA | 75.00000 675.00| 75.00000 675.00| 150.00000 1350.00 RIGHT OF WAY MARKER | | | 0085 638004-001 1.000 EA | 285.00000 285.00| 250.00000 250.00| 250.00000 250.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0434699 |( 8 ) 55-0663428 |( 9 ) 34-1199322 |SAVAGE CONSTRUCTION COMPANY, |MEADOWS STONE & PAVING, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 5.000 MO | 1250.00000 6250.00| 1000.00000 5000.00| 1800.00000 9000.00 MINIMAL FIELD OFFICE | | | 0100 642004-001 18.000 LB | 35.00000 630.00| 35.00000 630.00| 30.00000 540.00 SEED MIXTURE, TEMPORARY | | | 0105 642005-001 0.600 TN | 980.00000 588.00| 2200.00000 1320.00| 850.00000 510.00 MULCH, STRAW OR HAY | | | 0110 642006-001 0.120 TN | 800.00000 96.00| 2200.00000 264.00| 700.00000 84.00 FERTILIZER | | | 0115 642012-001 300.000 LF | 2.50000 750.00| 3.00000 900.00| 3.50000 1050.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 105.00000 420.00| 100.00000 400.00| 150.00000 600.00 DITCH CHECK | | | 0125 663002-038 600.000 LF | 0.50000 300.00| 0.40000 240.00| 0.30000 180.00 CENTERLINE, TYPE II - 4 IN | | | 0130 401001-001 AA1 178.000 TN | 108.00000 19224.00| 120.00000 21360.00| 92.00000 16376.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0135 401001-002 AA2 170.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0140 401002-001 BB1 86.000 TN | 126.00000 10836.00| 150.00000 12900.00| 107.65000 9257.90 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0145 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 202,667.50| $ 229,316.25| $ 275,683.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0150 203001-000 LUMP | 12500.00000 12500.00| 7000.00000 7000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0155 218006-000 148.000 CY | 75.00000 11100.00| 81.00000 11988.00| 89.00000 13172.00 FOUNDATION PROTECTION | | | 0160 601002-001 32.000 CY | 550.00000 17600.00| 841.00000 26912.00| 815.00000 26080.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0522305 COUNTIES : DODDRIDGE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0434699 |( 8 ) 55-0663428 |( 9 ) 34-1199322 |SAVAGE CONSTRUCTION COMPANY, |MEADOWS STONE & PAVING, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 602002-001 5060.000 LB | 1.75000 8855.00| 1.75000 8855.00| 1.50000 7590.00 EPOXY COATED REINFORCING STEEL BAR | | | 0170 603016-011 396.000 LF | 240.00000 95040.00| 245.00000 97020.00| 270.00000 106920.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0175 616004-004 196.000 LF | 115.00000 22540.00| 55.00000 10780.00| 98.00000 19208.00 HP10X57 STEEL BEARING PILE, DRIVEN | | | 0180 619002-001 141.000 SY | 20.50000 2890.50| 32.00000 4512.00| 20.00000 2820.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | 0185 639001-001 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 173,525.50| $ 170,067.00| $ 209,290.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 376,193.00| $ 399,383.25| $ 484,973.65 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0634042 COUNTIES : FAYETTE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MONTGOMERY BRIDGE SIGNING RENOVATION PROJECT(S) : S310-0060/00-044.20 00 STPG 0060 244 D00 LOCATION: .2 MI W MONTGOMERY BR ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 82,220.00 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 86,085.20 104.7010% 3 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 114,167.00 138.8555% 4 31-1115885 M. P. DORY CO. $ 126,497.50 153.8525% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0634042 COUNTIES : FAYETTE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-0124040 |( 2 ) 31-1148628 |( 3 ) 25-1271209 |EIGHT TREASURES OF KENTUCKY, |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNING RENOVATION | | | 0005 204001-000 LUMP | 3500.00000 3500.00| 5500.00000 5500.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 636011-001 6860.000 UN | 0.10000 686.00| 0.05000 343.00| 1.00000 6860.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 160.000 HR | 1.00000 160.00| 0.50000 80.00| 40.00000 6400.00 FLAGGER | | | 0020 636014-002 40.000 HR | 10.00000 400.00| 50.00000 2000.00| 41.00000 1640.00 TRAFFIC DIRECTOR | | | 0025 636021-001 10.000 DA | 20.00000 200.00| 15.00000 150.00| 50.00000 500.00 ELECTRIC ARROW | | | 0030 657006-001 55.000 LF | 40.00000 2200.00| 34.50000 1897.50| 33.00000 1815.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0035 657006-005 33.000 LF | 40.00000 1320.00| 43.50000 1435.50| 42.00000 1386.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0040 657008-001 358.000 LF | 10.00000 3580.00| 6.10000 2183.80| 7.00000 2506.00 2.00 LB CHANNEL POST | | | 0045 657010-001 1567.000 LF | 10.00000 15670.00| 7.20000 11282.40| 8.00000 12536.00 3.00 LB CHANNEL POST | | | 0050 657017-001 2.600 CY | 2500.00000 6500.00| 1700.00000 4420.00| 2500.00000 6500.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0055 657018-001 124.000 EA | 25.00000 3100.00| 36.00000 4464.00| 35.00000 4340.00 POST REMOVAL | | | 0060 659001-001 LUMP | 4500.00000 4500.00| 11500.00000 11500.00| 13000.00000 13000.00 SIGN LIGHTING, TYPE 3 , ASSY. NO. 27 | | | 0065 659001-001 LUMP | 4500.00000 4500.00| 9600.00000 9600.00| 11000.00000 11000.00 SIGN LIGHTING, TYPE 3 , ASSY. NO. 7 | | | 0070 661001-001 1100.000 SF | 16.00000 17600.00| 15.75000 17325.00| 19.00000 20900.00 0.080 IN FLAT SHEET SIGN | | | 0075 661002-001 704.000 SF | 26.00000 18304.00| 19.75000 13904.00| 21.00000 14784.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 82,220.00| $ 86,085.20| $ 114,167.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,220.00| $ 86,085.20| $ 114,167.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0634042 COUNTIES : FAYETTE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1115885 |( ) |( ) |M. P. DORY CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNING RENOVATION | | | 0005 204001-000 LUMP | 25000.00000 25000.00| | MOBILIZATION | | | 0010 636011-001 6860.000 UN | 0.25000 1715.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 160.000 HR | 1.00000 160.00| | FLAGGER | | | 0020 636014-002 40.000 HR | 50.00000 2000.00| | TRAFFIC DIRECTOR | | | 0025 636021-001 10.000 DA | 10.00000 100.00| | ELECTRIC ARROW | | | 0030 657006-001 55.000 LF | 30.50000 1677.50| | S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0035 657006-005 33.000 LF | 40.00000 1320.00| | W6X12, A-572 SUPPORT, GALVANIZED | | | 0040 657008-001 358.000 LF | 12.50000 4475.00| | 2.00 LB CHANNEL POST | | | 0045 657010-001 1567.000 LF | 14.00000 21938.00| | 3.00 LB CHANNEL POST | | | 0050 657017-001 2.600 CY | 2500.00000 6500.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0055 657018-001 124.000 EA | 80.00000 9920.00| | POST REMOVAL | | | 0060 659001-001 LUMP | 6750.00000 6750.00| | SIGN LIGHTING, TYPE 3 , ASSY. NO. 27 | | | 0065 659001-001 LUMP | 6750.00000 6750.00| | SIGN LIGHTING, TYPE 3 , ASSY. NO. 7 | | | 0070 661001-001 1100.000 SF | 20.00000 22000.00| | 0.080 IN FLAT SHEET SIGN | | | 0075 661002-001 704.000 SF | 23.00000 16192.00| | EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 126,497.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 126,497.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 1005338 COUNTIES : HARRISON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MEADOWBROOK ROAD PROJECT(S) : U317-0024/00-004.49 00 0ERP 0024 033 D00 LOCATION: BEG: JCT. CO 24/27 END: JCT. US 19 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 102,801.85 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 103,472.50 100.6524% 3 25-1000923 PENN LINE SERVICE, INC. $ 145,455.00 141.4906% 4 55-0757553 SHEPAUL ENTERPRISES, INC. $ 167,027.18 162.4749% 5 38-2932367 NATIONWIDE CONSTRUCTION GROUP $ 175,757.63 170.9674% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005338 COUNTIES : HARRISON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( 3 ) 25-1000923 |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 201001-000 1.000 LS | 5500.00000 5500.00| 7000.00000 7000.00| 5500.00000 5500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1000.00000 1000.00| 2600.00000 2600.00| 2500.00000 2500.00 MOBILIZATION | | | 0015 607001-001 212.500 LF | 15.00000 3187.50| 15.00000 3187.50| 18.00000 3825.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0020 607001-001 7712.500 LF | 10.70000 82523.75| 9.20000 70955.00| 12.80000 98720.00 TYPE 1 GUARDRAIL, CLASS 2 | | | 0025 607010-020 7600.000 LF | 0.50000 3800.00| 0.70000 5320.00| 2.00000 15200.00 GUARDRAIL REMOVAL | | | 0030 607025-001 3.000 EA | 325.00000 975.00| 350.00000 1050.00| 1200.00000 3600.00 CUT SLOPE TERMINAL, TYPE A | | | 0035 607048-002 8.000 EA | 100.00000 800.00| 108.00000 864.00| 75.00000 600.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0040 607066-001 3.000 EA | 1660.00000 4980.00| 1700.00000 5100.00| 1850.00000 5550.00 TANGENT END TERMINAL | | | 0045 636011-001 1960.000 UN | 0.01000 19.60| 0.10000 196.00| 1.00000 1960.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 160.000 HR | 0.10000 16.00| 45.00000 7200.00| 50.00000 8000.00 FLAGGER | | | SECTION TOTALS | $ 102,801.85| $ 103,472.50| $ 145,455.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 102,801.85| $ 103,472.50| $ 145,455.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005338 COUNTIES : HARRISON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0757553 |( 5 ) 38-2932367 |( ) |SHEPAUL ENTERPRISES, INC. |NATIONWIDE CONSTRUCTION GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 201001-000 1.000 LS | 1630.00000 1630.00| 3450.00000 3450.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 30475.00000 30475.00| 9500.00000 9500.00| MOBILIZATION | | | 0015 607001-001 212.500 LF | 15.42000 3276.75| 25.15000 5344.38| TYPE 1 GUARDRAIL, CLASS 1 | | | 0020 607001-001 7712.500 LF | 13.05000 100648.13| 16.10000 124171.25| TYPE 1 GUARDRAIL, CLASS 2 | | | 0025 607010-020 7600.000 LF | 1.45000 11020.00| 1.20000 9120.00| GUARDRAIL REMOVAL | | | 0030 607025-001 3.000 EA | 155.00000 465.00| 830.00000 2490.00| CUT SLOPE TERMINAL, TYPE A | | | 0035 607048-002 8.000 EA | 282.65000 2261.20| 155.00000 1240.00| BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0040 607066-001 3.000 EA | 1905.70000 5717.10| 2400.00000 7200.00| TANGENT END TERMINAL | | | 0045 636011-001 1960.000 UN | 1.15000 2254.00| 1.85000 3626.00| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 160.000 HR | 58.00000 9280.00| 60.10000 9616.00| FLAGGER | | | SECTION TOTALS | $ 167,027.18| $ 175,757.63| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 167,027.18| $ 175,757.63| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 CONTRACT DESCRIPTION : BLACK PINE ROAD BRIDGE REPLACEMENT PROJECT(S) : S320-0901/60-000.01 00 00BR 9016 001 D00 LOCATION: 0.01 MILE WEST OF GR 16/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 349,299.86 100.0000% 2 55-0731306 C L BELT CONSTRUCTION, INC. $ 355,000.00 101.6319% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 378,889.30 108.4711% 4 55-0663428 MEADOWS STONE & PAVING, INC. $ 392,618.60 112.4016% 5 62-1345425 BILCO CONSTRUCTION CO., INC. $ 404,799.00 115.8887% 6 55-0756636 JIM CONSTRUCTION, INC. $ 420,098.54 120.2687% 7 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 427,726.92 122.4526% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0731306 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |C L BELT CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 11365.00000 11365.00| 2500.00000 2500.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 3963.60000 3963.60| 8500.00000 8500.00| 6000.00000 6000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 30275.00000 30275.00| 19283.92000 19283.92| 22000.00000 22000.00 MOBILIZATION | | | 0020 207001-001 488.000 CY | 10.00000 4880.00| 10.30000 5026.40| 20.00000 9760.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 91.000 CY | 58.30000 5305.30| 88.00000 8008.00| 70.00000 6370.00 SUBGRADE | | | 0030 207034-000 504.000 SY | 1.43000 720.72| 2.05000 1033.20| 2.25000 1134.00 FABRIC FOR SEPARATION | | | 0035 211001-000 397.000 CY | 24.17000 9595.49| 22.50000 8932.50| 35.00000 13895.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 126.000 CY | 58.78000 7406.28| 70.00000 8820.00| 80.00000 10080.00 ROCK BORROW EXCAVATION | | | 0045 212001-000 248.000 CY | 37.80000 9374.40| 25.00000 6200.00| 100.00000 24800.00 STRUCTURE EXCAVATION | | | 0050 212005-000 18.000 CY | 163.93000 2950.74| 165.00000 2970.00| 150.00000 2700.00 SELECT MATERIAL FOR BACKFILLING | | | 0055 307001-000 73.000 CY | 75.15000 5485.95| 74.00000 5402.00| 90.00000 6570.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0060 307001-000 15.000 CY | 61.41000 921.15| 80.00000 1200.00| 90.00000 1350.00 AGGREGATE BASE COURSE, CLASS CLASS 3 | | | 0065 307001-000 22.000 CY | 79.59000 1750.98| 43.00000 946.00| 105.00000 2310.00 AGGREGATE BASE COURSE, CLASS CLASS10 | | | 0070 408002-001 96.000 GA | 1.15000 110.40| 1.25000 120.00| 1.00000 96.00 BITUMINOUS MATERIAL | | | 0075 601002-001 164.000 CY | 384.12000 62995.68| 450.00000 73800.00| 500.00000 82000.00 CLASS B CONCRETE | | | 0080 602002-001 22158.000 LB | 1.53000 33901.74| 1.56000 34566.48| 1.35000 29913.30 EPOXY COATED REINFORCING STEEL BAR | | | 0085 603016-011 257.500 LF | 305.72000 78722.90| 300.00000 77250.00| 275.00000 70812.50 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0090 604001-016 33.000 LF | 54.17000 1787.61| 120.00000 3960.00| 90.00000 2970.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0731306 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |C L BELT CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604009-016 1.000 EA | 164.53000 164.53| 470.00000 470.00| 500.00000 500.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0100 605009-001 1.000 EA | 1903.00000 1903.00| 3600.00000 3600.00| 2200.00000 2200.00 TYPE G INLET | | | 0105 607001-001 200.000 LF | 27.45000 5490.00| 30.00000 6000.00| 25.00000 5000.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 633003-001 13.000 CY | 74.78000 972.14| 135.00000 1755.00| 80.00000 1040.00 DUMPED ROCK GUTTER | | | 0115 636005-001 1.000 LS | 19456.80000 19456.80| 16500.00000 16500.00| 10000.00000 10000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0120 636011-001 2460.000 UN | 1.56000 3837.60| 1.10000 2706.00| 1.50000 3690.00 TRAFFIC CONTROL DEVICE | | | 0125 636012-010 1.000 EA | 88.00000 88.00| 605.00000 605.00| 100.00000 100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 30.000 EA | 0.90000 27.00| 6.00000 180.00| 1.00000 30.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 200.000 HR | 59.18000 11836.00| 28.00000 5600.00| 0.01000 2.00 FLAGGER | | | 0140 639001-001 LUMP | 2741.00000 2741.00| 2425.00000 2425.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0145 639001-001 LUMP | 3654.00000 3654.00| 2400.00000 2400.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0150 640003-001 LUMP | 2065.00000 2065.00| 600.00000 600.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0155 640004-001 LUMP | 1.00000 1.00| 1200.00000 1200.00| 1500.00000 1500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0160 640006-001 10.000 MO | 800.00000 8000.00| 1090.00000 10900.00| 500.00000 5000.00 SMALL FIELD OFFICE | | | 0165 642001-001 490.000 LF | 0.01000 4.90| 3.70000 1813.00| 0.50000 245.00 TEMPORARY BERM | | | 0170 642002-001 55.000 LF | 0.01000 0.55| 22.00000 1210.00| 5.00000 275.00 SLOPE DRAIN | | | 0175 642004-001 10.000 LB | 0.01000 0.10| 30.00000 300.00| 20.50000 205.00 SEED MIXTURE, TEMPORARY | | | 0180 642004-003 38.600 LB | 0.01000 0.39| 30.00000 1158.00| 20.00000 772.00 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0731306 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |C L BELT CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 642005-001 1.100 TN | 0.01000 0.01| 600.00000 660.00| 720.00000 792.00 MULCH, STRAW OR HAY | | | 0190 642005-002 0.900 TN | 0.01000 0.01| 600.00000 540.00| 550.00000 495.00 MULCH, WOOD CELLULOSE FIBER | | | 0195 642006-001 0.300 TN | 0.01000 0.00| 7000.00000 2100.00| 570.00000 171.00 FERTILIZER | | | 0200 642010-001 0.500 TN | 0.01000 0.01| 85.00000 42.50| 125.00000 62.50 AGRICULTURAL LIMESTONE | | | 0205 642011-001 74.000 EA | 0.01000 0.74| 6.00000 444.00| 5.00000 370.00 HAY OR STRAW BALE | | | 0210 642012-001 596.000 LF | 0.01000 5.96| 2.25000 1341.00| 2.00000 1192.00 SILT FENCE | | | 0215 652001-001 0.500 TN | 0.01000 0.01| 85.00000 42.50| 150.00000 75.00 AGRICULTURAL LIMESTONE | | | 0220 652002-001 0.200 TN | 0.01000 0.00| 6000.00000 1200.00| 600.00000 120.00 FERTILIZER, 10-20-10 | | | 0225 652002-002 0.100 TN | 0.01000 0.00| 2425.00000 242.50| 1000.00000 100.00 FERTILIZER, UREA FORMALDEHYDE | | | 0230 652003-002 22.000 LB | 0.01000 0.22| 30.00000 660.00| 30.00000 660.00 SEED MIXTURE, D | | | 0235 652004-001 0.700 TN | 0.01000 0.01| 1500.00000 1050.00| 1000.00000 700.00 STRAW OR HAY MULCH | | | 0240 655001-001 21.000 SY | 1.14000 23.94| 12.00000 252.00| 12.00000 252.00 MATTING | | | 0245 401001-001 AA1 39.000 TN | 224.00000 8736.00| 235.00000 9165.00| 230.00000 8970.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0250 401001-002 AA2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0255 401002-001 BB1 32.000 TN | 224.00000 7168.00| 235.00000 7520.00| 230.00000 7360.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 30.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0265 636002-001 EE1 50.000 TN | 32.20000 1610.00| 36.00000 1800.00| 75.00000 3750.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0731306 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |C L BELT CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 636002-002 EE2 48.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 349,299.86| $ 355,000.00| $ 378,889.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,299.86| $ 355,000.00| $ 378,889.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 62-1345425 |( 6 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 19250.00000 19250.00| 40000.00000 40000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 7500.00000 7500.00| 3620.00000 3620.00| 9000.00000 9000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 21000.00000 21000.00| 20000.00000 20000.00| 11500.00000 11500.00 MOBILIZATION | | | 0020 207001-001 488.000 CY | 17.00000 8296.00| 6.00000 2928.00| 26.00000 12688.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 91.000 CY | 75.50000 6870.50| 59.00000 5369.00| 100.00000 9100.00 SUBGRADE | | | 0030 207034-000 504.000 SY | 2.50000 1260.00| 1.60000 806.40| 1.25000 630.00 FABRIC FOR SEPARATION | | | 0035 211001-000 397.000 CY | 24.00000 9528.00| 8.00000 3176.00| 32.50000 12902.50 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 126.000 CY | 73.75000 9292.50| 59.00000 7434.00| 85.00000 10710.00 ROCK BORROW EXCAVATION | | | 0045 212001-000 248.000 CY | 50.00000 12400.00| 15.00000 3720.00| 56.50000 14012.00 STRUCTURE EXCAVATION | | | 0050 212005-000 18.000 CY | 125.00000 2250.00| 155.00000 2790.00| 145.00000 2610.00 SELECT MATERIAL FOR BACKFILLING | | | 0055 307001-000 73.000 CY | 75.50000 5511.50| 59.00000 4307.00| 118.00000 8614.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0060 307001-000 15.000 CY | 75.50000 1132.50| 59.00000 885.00| 169.00000 2535.00 AGGREGATE BASE COURSE, CLASS CLASS 3 | | | 0065 307001-000 22.000 CY | 75.50000 1661.00| 63.00000 1386.00| 124.00000 2728.00 AGGREGATE BASE COURSE, CLASS CLASS10 | | | 0070 408002-001 96.000 GA | 1.00000 96.00| 1.10000 105.60| 1.25000 120.00 BITUMINOUS MATERIAL | | | 0075 601002-001 164.000 CY | 520.00000 85280.00| 505.00000 82820.00| 630.00000 103320.00 CLASS B CONCRETE | | | 0080 602002-001 22158.000 LB | 1.40000 31021.20| 1.30000 28805.40| 1.33000 29470.14 EPOXY COATED REINFORCING STEEL BAR | | | 0085 603016-011 257.500 LF | 315.00000 81112.50| 260.00000 66950.00| 275.00000 70812.50 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0090 604001-016 33.000 LF | 113.00000 3729.00| 73.00000 2409.00| 116.00000 3828.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 62-1345425 |( 6 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604009-016 1.000 EA | 350.00000 350.00| 320.00000 320.00| 500.00000 500.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0100 605009-001 1.000 EA | 3000.00000 3000.00| 1610.00000 1610.00| 1725.00000 1725.00 TYPE G INLET | | | 0105 607001-001 200.000 LF | 22.90000 4580.00| 25.00000 5000.00| 29.00000 5800.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 633003-001 13.000 CY | 82.00000 1066.00| 59.00000 767.00| 87.50000 1137.50 DUMPED ROCK GUTTER | | | 0115 636005-001 1.000 LS | 12000.00000 12000.00| 30000.00000 30000.00| 11000.00000 11000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0120 636011-001 2460.000 UN | 1.25000 3075.00| 1.10000 2706.00| 1.00000 2460.00 TRAFFIC CONTROL DEVICE | | | 0125 636012-010 1.000 EA | 100.00000 100.00| 82.00000 82.00| 404.00000 404.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 30.000 EA | 10.00000 300.00| 2.70000 81.00| 4.00000 120.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 200.000 HR | 50.00000 10000.00| 50.00000 10000.00| 61.25000 12250.00 FLAGGER | | | 0140 639001-001 LUMP | 3000.00000 3000.00| 22500.20000 22500.20| 6325.00000 6325.00 CONSTRUCTION LAYOUT STAKE | | | 0145 639001-001 LUMP | 4000.00000 4000.00| 23000.00000 23000.00| 6325.00000 6325.00 CONSTRUCTION LAYOUT STAKE | | | 0150 640003-001 LUMP | 3000.00000 3000.00| 750.00000 750.00| 3450.00000 3450.00 BUILDING EQUIPMENT | | | 0155 640004-001 LUMP | 2500.00000 2500.00| 1500.00000 1500.00| 3450.00000 3450.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0160 640006-001 10.000 MO | 1100.00000 11000.00| 750.00000 7500.00| 1150.00000 11500.00 SMALL FIELD OFFICE | | | 0165 642001-001 490.000 LF | 2.00000 980.00| 0.10000 49.00| 2.95000 1445.50 TEMPORARY BERM | | | 0170 642002-001 55.000 LF | 15.00000 825.00| 2.00000 110.00| 25.00000 1375.00 SLOPE DRAIN | | | 0175 642004-001 10.000 LB | 25.00000 250.00| 14.00000 140.00| 29.00000 290.00 SEED MIXTURE, TEMPORARY | | | 0180 642004-003 38.600 LB | 25.00000 965.00| 14.00000 540.40| 29.00000 1119.40 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 62-1345425 |( 6 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 642005-001 1.100 TN | 200.00000 220.00| 50.00000 55.00| 232.00000 255.20 MULCH, STRAW OR HAY | | | 0190 642005-002 0.900 TN | 500.00000 450.00| 800.00000 720.00| 577.00000 519.30 MULCH, WOOD CELLULOSE FIBER | | | 0195 642006-001 0.300 TN | 7050.00000 2115.00| 500.00000 150.00| 8110.00000 2433.00 FERTILIZER | | | 0200 642010-001 0.500 TN | 70.00000 35.00| 200.00000 100.00| 84.00000 42.00 AGRICULTURAL LIMESTONE | | | 0205 642011-001 74.000 EA | 7.00000 518.00| 2.00000 148.00| 16.00000 1184.00 HAY OR STRAW BALE | | | 0210 642012-001 596.000 LF | 3.50000 2086.00| 2.00000 1192.00| 4.50000 2682.00 SILT FENCE | | | 0215 652001-001 0.500 TN | 70.00000 35.00| 200.00000 100.00| 85.00000 42.50 AGRICULTURAL LIMESTONE | | | 0220 652002-001 0.200 TN | 5000.00000 1000.00| 500.00000 100.00| 5750.00000 1150.00 FERTILIZER, 10-20-10 | | | 0225 652002-002 0.100 TN | 2000.00000 200.00| 500.00000 50.00| 2325.00000 232.50 FERTILIZER, UREA FORMALDEHYDE | | | 0230 652003-002 22.000 LB | 55.70000 1225.40| 14.00000 308.00| 65.00000 1430.00 SEED MIXTURE, D | | | 0235 652004-001 0.700 TN | 1425.00000 997.50| 500.00000 350.00| 1650.00000 1155.00 STRAW OR HAY MULCH | | | 0240 655001-001 21.000 SY | 10.00000 210.00| 14.00000 294.00| 11.50000 241.50 MATTING | | | 0245 401001-001 AA1 39.000 TN | 195.00000 7605.00| 215.00000 8385.00| 225.00000 8775.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0250 401001-002 AA2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0255 401002-001 BB1 32.000 TN | 195.00000 6240.00| 215.00000 6880.00| 225.00000 7200.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 30.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0265 636002-001 EE1 50.000 TN | 30.00000 1500.00| 36.00000 1800.00| 50.00000 2500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 62-1345425 |( 6 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 636002-002 EE2 48.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 392,618.60| $ 404,799.00| $ 420,098.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 392,618.60| $ 404,799.00| $ 420,098.54 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0778477 |( ) |( ) |HOKE BROTHERS CONTRACTING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 13000.00000 13000.00| | CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 20000.00000 20000.00| | DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 20000.00000 20000.00| | MOBILIZATION | | | 0020 207001-001 488.000 CY | 8.00000 3904.00| | UNCLASSIFIED EXCAVATION | | | 0025 207002-000 91.000 CY | 60.00000 5460.00| | SUBGRADE | | | 0030 207034-000 504.000 SY | 2.00000 1008.00| | FABRIC FOR SEPARATION | | | 0035 211001-000 397.000 CY | 25.00000 9925.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 126.000 CY | 100.00000 12600.00| | ROCK BORROW EXCAVATION | | | 0045 212001-000 248.000 CY | 20.00000 4960.00| | STRUCTURE EXCAVATION | | | 0050 212005-000 18.000 CY | 150.00000 2700.00| | SELECT MATERIAL FOR BACKFILLING | | | 0055 307001-000 73.000 CY | 60.00000 4380.00| | AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0060 307001-000 15.000 CY | 60.00000 900.00| | AGGREGATE BASE COURSE, CLASS CLASS 3 | | | 0065 307001-000 22.000 CY | 60.00000 1320.00| | AGGREGATE BASE COURSE, CLASS CLASS10 | | | 0070 408002-001 96.000 GA | 1.50000 144.00| | BITUMINOUS MATERIAL | | | 0075 601002-001 164.000 CY | 850.00000 139400.00| | CLASS B CONCRETE | | | 0080 602002-001 22158.000 LB | 1.50000 33237.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0085 603016-011 257.500 LF | 292.00000 75190.00| | 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0090 604001-016 33.000 LF | 75.00000 2475.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0778477 |( ) |( ) |HOKE BROTHERS CONTRACTING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604009-016 1.000 EA | 250.00000 250.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0100 605009-001 1.000 EA | 1200.00000 1200.00| | TYPE G INLET | | | 0105 607001-001 200.000 LF | 32.00000 6400.00| | TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 633003-001 13.000 CY | 100.00000 1300.00| | DUMPED ROCK GUTTER | | | 0115 636005-001 1.000 LS | 20000.00000 20000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0120 636011-001 2460.000 UN | 2.00000 4920.00| | TRAFFIC CONTROL DEVICE | | | 0125 636012-010 1.000 EA | 0.01000 0.01| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 30.000 EA | 0.01000 0.30| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 200.000 HR | 0.01000 2.00| | FLAGGER | | | 0140 639001-001 LUMP | 4000.00000 4000.00| | CONSTRUCTION LAYOUT STAKE | | | 0145 639001-001 LUMP | 4000.00000 4000.00| | CONSTRUCTION LAYOUT STAKE | | | 0150 640003-001 LUMP | 2000.00000 2000.00| | BUILDING EQUIPMENT | | | 0155 640004-001 LUMP | 2000.00000 2000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0160 640006-001 10.000 MO | 500.00000 5000.00| | SMALL FIELD OFFICE | | | 0165 642001-001 490.000 LF | 3.00000 1470.00| | TEMPORARY BERM | | | 0170 642002-001 55.000 LF | 8.00000 440.00| | SLOPE DRAIN | | | 0175 642004-001 10.000 LB | 0.01000 0.10| | SEED MIXTURE, TEMPORARY | | | 0180 642004-003 38.600 LB | 0.10000 3.86| | SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0778477 |( ) |( ) |HOKE BROTHERS CONTRACTING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 642005-001 1.100 TN | 0.10000 0.11| | MULCH, STRAW OR HAY | | | 0190 642005-002 0.900 TN | 0.10000 0.09| | MULCH, WOOD CELLULOSE FIBER | | | 0195 642006-001 0.300 TN | 0.10000 0.03| | FERTILIZER | | | 0200 642010-001 0.500 TN | 0.10000 0.05| | AGRICULTURAL LIMESTONE | | | 0205 642011-001 74.000 EA | 6.00000 444.00| | HAY OR STRAW BALE | | | 0210 642012-001 596.000 LF | 3.00000 1788.00| | SILT FENCE | | | 0215 652001-001 0.500 TN | 0.10000 0.05| | AGRICULTURAL LIMESTONE | | | 0220 652002-001 0.200 TN | 0.10000 0.02| | FERTILIZER, 10-20-10 | | | 0225 652002-002 0.100 TN | 0.10000 0.01| | FERTILIZER, UREA FORMALDEHYDE | | | 0230 652003-002 22.000 LB | 0.01000 0.22| | SEED MIXTURE, D | | | 0235 652004-001 0.700 TN | 0.10000 0.07| | STRAW OR HAY MULCH | | | 0240 655001-001 21.000 SY | 40.00000 840.00| | MATTING | | | 0245 401001-001 AA1 39.000 TN | 265.00000 10335.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0250 401001-002 AA2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0255 401002-001 BB1 32.000 TN | 265.00000 8480.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 30.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0265 636002-001 EE1 50.000 TN | 45.00000 2250.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0518912 COUNTIES : KANAWHA LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0778477 |( ) |( ) |HOKE BROTHERS CONTRACTING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 636002-002 EE2 48.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 427,726.92| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 427,726.92| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 1023029 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : CARSWELL HOLLOW SLIP PROJECT(S) : E324-0052/06-002.00 00 FEMA 1893 000 D00 LOCATION: BEGIN: 2.00 MILES N JCT. US 52; END: 2.04 MILES N JCT. US 52 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 45,352.23 100.0000% 2 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 62,827.71 138.5328% 3 55-0756636 JIM CONSTRUCTION, INC. $ 64,804.90 142.8924% 4 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 69,709.22 153.7063% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 95,926.00 211.5133% 6 58-2667955 MAIN STREET BUILDERS, LLC $ 125,206.00 276.0746% 7 61-1584805 MARKS DRILLING $ 173,325.50 382.1764% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1023029 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 55-0674033 |( 3 ) 55-0756636 |HOKE BROTHERS CONTRACTING, I |SMH CONSTRUCTION COMPANY, IN |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP CORRECTION | | | 0005 204001-000 LUMP | 11000.00000 11000.00| 11489.00000 11489.00| 18000.00000 18000.00 MOBILIZATION | | | 0010 207001-001 43.000 CY | 0.01000 0.43| 1.27000 54.61| 36.00000 1548.00 UNCLASSIFIED EXCAVATION | | | 0015 212004-000 1.000 EA | 3000.00000 3000.00| 8885.00000 8885.00| 4350.00000 4350.00 COFFERDAM | | | 0020 212005-000 18.000 CY | 80.00000 1440.00| 48.58000 874.44| 90.00000 1620.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 218008-000 270.000 TN | 35.00000 9450.00| 33.65000 9085.50| 48.00000 12960.00 SHOT ROCK | | | 0030 601002-001 19.000 CY | 500.00000 9500.00| 825.80000 15690.20| 880.00000 16720.00 CLASS B CONCRETE | | | 0035 602001-001 2662.000 LB | 3.00000 7986.00| 1.27000 3380.74| 2.25000 5989.50 REINFORCING STEEL BAR | | | 0040 636011-001 1155.000 UN | 1.50000 1732.50| 1.05000 1212.75| 0.98000 1131.90 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 300.000 HR | 0.01000 3.00| 36.00000 10800.00| 0.10000 30.00 FLAGGER | | | 0050 636025-001 30.000 DA | 0.01000 0.30| 1.58000 47.40| 1.80000 54.00 WARNING LIGHTS, TYPE B | | | 0055 642012-001 200.000 LF | 2.00000 400.00| 1.85000 370.00| 4.50000 900.00 SILT FENCE | | | 0060 307005-001 AA1 21.000 TN | 40.00000 840.00| 44.67000 938.07| 71.50000 1501.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0065 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 45,352.23| $ 62,827.71| $ 64,804.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 45,352.23| $ 62,827.71| $ 64,804.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1023029 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0581702 |( 5 ) 55-0710073 |( 6 ) 58-2667955 |CLAUDE ERPS CONSTRUCTION, IN |TEAYS RIVER CONSTRUCTION COM |MAIN STREET BUILDERS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP CORRECTION | | | 0005 204001-000 LUMP | 2800.00000 2800.00| 22000.00000 22000.00| 3000.00000 3000.00 MOBILIZATION | | | 0010 207001-001 43.000 CY | 53.00000 2279.00| 14.00000 602.00| 55.00000 2365.00 UNCLASSIFIED EXCAVATION | | | 0015 212004-000 1.000 EA | 3618.00000 3618.00| 16000.00000 16000.00| 24000.00000 24000.00 COFFERDAM | | | 0020 212005-000 18.000 CY | 105.00000 1890.00| 195.00000 3510.00| 120.00000 2160.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 218008-000 270.000 TN | 63.00000 17010.00| 68.00000 18360.00| 100.00000 27000.00 SHOT ROCK | | | 0030 601002-001 19.000 CY | 625.00000 11875.00| 1300.00000 24700.00| 1350.00000 25650.00 CLASS B CONCRETE | | | 0035 602001-001 2662.000 LB | 3.94000 10488.28| 3.00000 7986.00| 5.50000 14641.00 REINFORCING STEEL BAR | | | 0040 636011-001 1155.000 UN | 3.32000 3834.60| 1.00000 1155.00| 3.00000 3465.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 300.000 HR | 48.00000 14400.00| 0.01000 3.00| 60.00000 18000.00 FLAGGER | | | 0050 636025-001 30.000 DA | 1.31000 39.30| 5.00000 150.00| 3.00000 90.00 WARNING LIGHTS, TYPE B | | | 0055 642012-001 200.000 LF | 1.26000 252.00| 1.00000 200.00| 10.00000 2000.00 SILT FENCE | | | 0060 307005-001 AA1 21.000 TN | 58.24000 1223.04| 60.00000 1260.00| 135.00000 2835.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0065 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 69,709.22| $ 95,926.00| $ 125,206.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 69,709.22| $ 95,926.00| $ 125,206.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1023029 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-1584805 |( ) |( ) |MARKS DRILLING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP CORRECTION | | | 0005 204001-000 LUMP | 120000.00000 120000.00| | MOBILIZATION | | | 0010 207001-001 43.000 CY | 30.00000 1290.00| | UNCLASSIFIED EXCAVATION | | | 0015 212004-000 1.000 EA | 3000.00000 3000.00| | COFFERDAM | | | 0020 212005-000 18.000 CY | 50.00000 900.00| | SELECT MATERIAL FOR BACKFILLING | | | 0025 218008-000 270.000 TN | 50.00000 13500.00| | SHOT ROCK | | | 0030 601002-001 19.000 CY | 300.00000 5700.00| | CLASS B CONCRETE | | | 0035 602001-001 2662.000 LB | 10.00000 26620.00| | REINFORCING STEEL BAR | | | 0040 636011-001 1155.000 UN | 0.50000 577.50| | TRAFFIC CONTROL DEVICE | | | 0045 636014-001 300.000 HR | 0.01000 3.00| | FLAGGER | | | 0050 636025-001 30.000 DA | 2.00000 60.00| | WARNING LIGHTS, TYPE B | | | 0055 642012-001 200.000 LF | 0.50000 100.00| | SILT FENCE | | | 0060 307005-001 AA1 21.000 TN | 75.00000 1575.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0065 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 173,325.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 173,325.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 1023151 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : TWIN BRANCH SLIP #2 PROJECT(S) : E324-0007/05-000.50 00 FEMA 1918 000 000 LOCATION: 0.50 MILE - 0.52 MILE NORTH OF JCT. CO 7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 97,213.50 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 129,833.00 133.5545% 3 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 132,988.50 136.8004% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 159,387.00 163.9556% 5 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 218,630.00 224.8967% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1023151 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 20-3991479 |( 3 ) 55-0581702 |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. |CLAUDE ERPS CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING WALL | | | 0005 204001-000 LUMP | 18000.00000 18000.00| 10000.00000 10000.00| 4500.00000 4500.00 MOBILIZATION | | | 0010 207001-001 80.000 CY | 20.00000 1600.00| 10.00000 800.00| 110.00000 8800.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 90.000 CY | 80.00000 7200.00| 70.00000 6300.00| 120.00000 10800.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.020 MI | 10000.00000 200.00| 5000.00000 100.00| 350000.00000 7000.00 SHOULDER AND DITCH | | | 0025 607001-001 125.000 LF | 34.00000 4250.00| 30.00000 3750.00| 25.00000 3125.00 TYPE 1 GUARDRAIL, CLASS III | | | 0030 607037-001 2.000 EA | 40.00000 80.00| 40.00000 80.00| 40.00000 80.00 BUFFER END SECTION | | | 0035 614001-003 620.000 LF | 65.00000 40300.00| 140.00000 86800.00| 103.00000 63860.00 HP10X42 STEEL PILE 50 KSI | | | 0040 614003-001 792.000 SF | 25.50000 20196.00| 14.00000 11088.00| 18.00000 14256.00 CONCRETE LAGGING, THICKNESS 8 INCH | | | 0045 636011-001 2540.000 UN | 1.00000 2540.00| 0.50000 1270.00| 1.10000 2794.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 200.000 HR | 2.00000 400.00| 40.00000 8000.00| 48.00000 9600.00 FLAGGER | | | 0055 636025-001 40.000 DA | 1.00000 40.00| 1.00000 40.00| 1.40000 56.00 WARNING LIGHTS, TYPE B | | | 0060 642012-001 125.000 LF | 1.50000 187.50| 1.00000 125.00| 1.30000 162.50 SILT FENCE | | | 0065 307005-001 AA1 37.000 TN | 60.00000 2220.00| 40.00000 1480.00| 215.00000 7955.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0070 307005-002 AA2 35.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 97,213.50| $ 129,833.00| $ 132,988.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,213.50| $ 129,833.00| $ 132,988.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1023151 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0743840 |( ) |BILCO CONSTRUCTION CO., INC. |THAXTON CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING WALL | | | 0005 204001-000 LUMP | 96900.00000 96900.00| 80000.00000 80000.00| MOBILIZATION | | | 0010 207001-001 80.000 CY | 6.00000 480.00| 100.00000 8000.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 90.000 CY | 60.00000 5400.00| 100.00000 9000.00| SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.020 MI | 12000.00000 240.00| 1000.00000 20.00| SHOULDER AND DITCH | | | 0025 607001-001 125.000 LF | 25.00000 3125.00| 80.00000 10000.00| TYPE 1 GUARDRAIL, CLASS III | | | 0030 607037-001 2.000 EA | 40.00000 80.00| 2000.00000 4000.00| BUFFER END SECTION | | | 0035 614001-003 620.000 LF | 39.00000 24180.00| 120.00000 74400.00| HP10X42 STEEL PILE 50 KSI | | | 0040 614003-001 792.000 SF | 17.00000 13464.00| 15.00000 11880.00| CONCRETE LAGGING, THICKNESS 8 INCH | | | 0045 636011-001 2540.000 UN | 0.80000 2032.00| 2.00000 5080.00| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 200.000 HR | 60.00000 12000.00| 50.00000 10000.00| FLAGGER | | | 0055 636025-001 40.000 DA | 5.00000 200.00| 1.25000 50.00| WARNING LIGHTS, TYPE B | | | 0060 642012-001 125.000 LF | 2.00000 250.00| 20.00000 2500.00| SILT FENCE | | | 0065 307005-001 AA1 37.000 TN | 28.00000 1036.00| 100.00000 3700.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0070 307005-002 AA2 35.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 159,387.00| $ 218,630.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 159,387.00| $ 218,630.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0828181 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : DAVY ELEMENTARY ARCH BRIDGE PROJECT(S) : S324-0004/00-000.10 00 LOCATION: 0.01 MI. NORTH OF CR 4/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 240,514.41 100.0000% 2 27-0738567 R.K. CONSTRUCTION, INC. $ 249,567.25 103.7639% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 294,844.00 122.5889% 4 55-0756636 JIM CONSTRUCTION, INC. $ 295,670.30 122.9325% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0828181 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 27-0738567 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |R.K. CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 21487.80000 21487.80| 14220.00000 14220.00| 14500.00000 14500.00 MOBILIZATION | | | 0010 207001-001 40.000 CY | 11.44000 457.60| 25.00000 1000.00| 14.00000 560.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 79.000 SY | 1.57000 124.03| 6.87000 542.73| 7.00000 553.00 FABRIC FOR SEPARATION | | | 0020 307001-000 27.000 CY | 79.80000 2154.60| 168.97000 4562.19| 125.00000 3375.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 607001-001 75.000 LF | 55.14000 4135.50| 71.23000 5342.25| 60.00000 4500.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 636011-001 4738.000 UN | 1.29000 6112.02| 1.42000 6727.96| 1.00000 4738.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 200.000 HR | 59.18000 11836.00| 52.00000 10400.00| 0.01000 2.00 FLAGGER | | | 0040 639001-001 LUMP | 3555.50000 3555.50| 4000.00000 4000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0045 640003-001 LUMP | 950.00000 950.00| 5000.00000 5000.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0050 640004-001 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0055 640006-001 4.000 MO | 900.00000 3600.00| 1500.00000 6000.00| 500.00000 2000.00 SMALL FIELD OFFICE | | | 0060 642012-001 150.000 LF | 3.25000 487.50| 2.25000 337.50| 2.00000 300.00 SILT FENCE | | | 0065 401001-001 AA1 21.000 TN | 344.60000 7236.60| 502.29000 10548.09| 400.00000 8400.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0070 401001-002 AA2 20.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 63,137.15| $ 70,680.72| $ 45,928.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE NO. 10,931 | | | 0075 203001-000 LUMP | 6060.00000 6060.00| 14500.00000 14500.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0828181 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 27-0738567 |( 3 ) 55-0710073 |SMH CONSTRUCTION COMPANY, IN |R.K. CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 212001-000 126.000 CY | 45.30000 5707.80| 15.67000 1974.42| 75.00000 9450.00 STRUCTURE EXCAVATION | | | 0085 212005-000 45.000 CY | 132.00000 5940.00| 123.01000 5535.45| 150.00000 6750.00 SELECT MATERIAL FOR BACKFILLING | | | 0090 218006-000 4.000 CY | 79.95000 319.80| 250.00000 1000.00| 90.00000 360.00 FOUNDATION PROTECTION | | | 0095 601002-001 36.000 CY | 884.80000 31852.80| 477.02000 17172.72| 850.00000 30600.00 CLASS B CONCRETE | | | 0100 602002-001 4058.000 LB | 1.52000 6168.16| 2.05000 8318.90| 2.00000 8116.00 EPOXY COATED REINFORCING STEEL BAR | | | 0105 603027-001 216.000 LF | 415.70000 89791.20| 399.19000 86225.04| 540.00000 116640.00 PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 0110 636005-001 1.000 LS | 31537.50000 31537.50| 44160.00000 44160.00| 47000.00000 47000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | SECTION TOTALS | $ 177,377.26| $ 178,886.53| $ 248,916.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 240,514.41| $ 249,567.25| $ 294,844.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0828181 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 16500.00000 16500.00| | MOBILIZATION | | | 0010 207001-001 40.000 CY | 35.00000 1400.00| | UNCLASSIFIED EXCAVATION | | | 0015 207034-000 79.000 SY | 1.50000 118.50| | FABRIC FOR SEPARATION | | | 0020 307001-000 27.000 CY | 110.00000 2970.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0025 607001-001 75.000 LF | 65.00000 4875.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 636011-001 4738.000 UN | 0.95000 4501.10| | TRAFFIC CONTROL DEVICE | | | 0035 636014-001 200.000 HR | 61.26000 12252.00| | FLAGGER | | | 0040 639001-001 LUMP | 5750.00000 5750.00| | CONSTRUCTION LAYOUT STAKE | | | 0045 640003-001 LUMP | 3450.00000 3450.00| | BUILDING EQUIPMENT | | | 0050 640004-001 LUMP | 3450.00000 3450.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0055 640006-001 4.000 MO | 1150.00000 4600.00| | SMALL FIELD OFFICE | | | 0060 642012-001 150.000 LF | 4.50000 675.00| | SILT FENCE | | | 0065 401001-001 AA1 21.000 TN | 345.00000 7245.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0070 401001-002 AA2 20.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 67,786.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE NO. 10,931 | | | 0075 203001-000 LUMP | 24650.00000 24650.00| | DISMANTLING STRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0828181 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 212001-000 126.000 CY | 198.00000 24948.00| | STRUCTURE EXCAVATION | | | 0085 212005-000 45.000 CY | 150.00000 6750.00| | SELECT MATERIAL FOR BACKFILLING | | | 0090 218006-000 4.000 CY | 225.00000 900.00| | FOUNDATION PROTECTION | | | 0095 601002-001 36.000 CY | 1425.00000 51300.00| | CLASS B CONCRETE | | | 0100 602002-001 4058.000 LB | 1.65000 6695.70| | EPOXY COATED REINFORCING STEEL BAR | | | 0105 603027-001 216.000 LF | 415.00000 89640.00| | PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 0110 636005-001 1.000 LS | 23000.00000 23000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | SECTION TOTALS | $ 227,883.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 295,670.30| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BRADSHAW MOUNTAIN SLIP PROJECT(S) : S324-0083/00-002.42 00 LOCATION: 0.04 MILE - 0.07 MILE EAST OF JCT. CO 83/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 208,280.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 248,482.25 119.3020% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 253,335.60 121.6322% 4 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 311,533.93 149.5746% 5 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 325,950.50 156.4963% 6 61-1584805 MARKS DRILLING $ 368,840.29 177.0887% 7 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 472,213.00 226.7203% 8 61-0725598 HINKLE CONTRACTING COMPANY LLC $ 601,678.00 288.8794% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TO REPAIR SLIP BY CONSTRUCTING A PILING WALL | | | 0005 204001-000 LUMP | 88000.00000 88000.00| 24000.00000 24000.00| 29000.00000 29000.00 MOBILIZATION | | | 0010 207001-001 234.000 CY | 7.00000 1638.00| 20.00000 4680.00| 5.00000 1170.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 217.000 CY | 39.00000 8463.00| 100.00000 21700.00| 70.00000 15190.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.040 MI | 10000.00000 400.00| 10000.00000 400.00| 10000.00000 400.00 SHOULDER AND DITCH | | | 0025 408002-001 22.000 GA | 6.00000 132.00| 6.00000 132.00| 10.00000 220.00 BITUMINOUS MATERIAL | | | 0030 601002-001 10.000 CY | 175.00000 1750.00| 200.00000 2000.00| 300.00000 3000.00 CLASS B CONCRETE | | | 0035 604001-016 40.000 LF | 70.00000 2800.00| 94.00000 3760.00| 60.00000 2400.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 607010-020 187.500 LF | 2.00000 375.00| 2.00000 375.00| 1.00000 187.50 GUARDRAIL REMOVAL | | | 0045 607011-001 187.500 LF | 16.00000 3000.00| 18.00000 3375.00| 25.00000 4687.50 RESET TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 614001-003 1140.000 LF | 38.00000 43320.00| 65.00000 74100.00| 110.00000 125400.00 HP10X42 STEEL PILE | | | 0055 614003-001 2247.000 SF | 9.00000 20223.00| 23.00000 51681.00| 14.00000 31458.00 CONCRETE LAGGING, THICKNESS 6" | | | 0060 636008-001 860.000 LF | 0.50000 430.00| 0.50000 430.00| 0.50000 430.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0065 636011-001 3635.000 UN | 0.80000 2908.00| 1.25000 4543.75| 0.50000 1817.50 TRAFFIC CONTROL DEVICE | | | 0070 636014-001 320.000 HR | 0.05000 16.00| 42.00000 13440.00| 40.00000 12800.00 FLAGGER | | | 0075 636023-001 1.000 LS | 10000.00000 10000.00| 15000.00000 15000.00| 0.10000 0.10 TEMPORARY TRAFFIC SIGNAL | | | 0080 636025-001 32.000 DA | 5.00000 160.00| 1.50000 48.00| 1.00000 32.00 WARNING LIGHTS, TYPE B | | | 0085 642004-003 5.000 LB | 20.00000 100.00| 100.00000 500.00| 10.00000 50.00 SEED MIXTURE, D | | | 0090 642005-002 0.070 TN | 10000.00000 700.00| 5000.00000 350.00| 1000.00000 70.00 MULCH, WOOD CELLULOSE FIBER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.050 TN | 600.00000 30.00| 1000.00000 50.00| 1000.00000 50.00 FERTILIZER | | | 0100 663001-004 425.000 LF | 0.50000 212.50| 1.00000 425.00| 0.50000 212.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0105 663002-038 425.000 LF | 0.50000 212.50| 0.50000 212.50| 0.50000 212.50 CENTERLINE, TYPE II - 4 IN | | | 0110 663005-010 48.000 LF | 11.00000 528.00| 20.00000 960.00| 1.00000 48.00 STOP LINE, TYPE V - 12 IN | | | 0115 307005-001 AA1 59.000 TN | 23.00000 1357.00| 50.00000 2950.00| 40.00000 2360.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0120 307005-002 AA2 50.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0125 401001-001 BB1 40.000 TN | 175.00000 7000.00| 190.00000 7600.00| 180.00000 7200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0130 401001-002 BB2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0135 401007-001 CC1 23.000 TN | 175.00000 4025.00| 190.00000 4370.00| 180.00000 4140.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 CC2 22.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 DD1 60.000 TN | 175.00000 10500.00| 190.00000 11400.00| 180.00000 10800.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0150 402001-002 DD2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 208,280.00| $ 248,482.25| $ 253,335.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 208,280.00| $ 248,482.25| $ 253,335.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0581702 |( 5 ) 55-0753963 |( 6 ) 61-1584805 |CLAUDE ERPS CONSTRUCTION, IN |MERIDIAN COMMUNICATIONS & CO |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TO REPAIR SLIP BY CONSTRUCTING A PILING WALL | | | 0005 204001-000 LUMP | 9000.00000 9000.00| 27000.00000 27000.00| 200000.00000 200000.00 MOBILIZATION | | | 0010 207001-001 234.000 CY | 120.00000 28080.00| 24.00000 5616.00| 20.00000 4680.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 217.000 CY | 125.00000 27125.00| 49.00000 10633.00| 40.00000 8680.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.040 MI | 450000.00000 18000.00| 9900.00000 396.00| 1.00000 0.04 SHOULDER AND DITCH | | | 0025 408002-001 22.000 GA | 5.00000 110.00| 18.00000 396.00| 10.00000 220.00 BITUMINOUS MATERIAL | | | 0030 601002-001 10.000 CY | 140.00000 1400.00| 325.00000 3250.00| 150.00000 1500.00 CLASS B CONCRETE | | | 0035 604001-016 40.000 LF | 52.00000 2080.00| 80.00000 3200.00| 20.00000 800.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 607010-020 187.500 LF | 5.25000 984.38| 7.00000 1312.50| 5.50000 1031.25 GUARDRAIL REMOVAL | | | 0045 607011-001 187.500 LF | 46.50000 8718.75| 20.00000 3750.00| 15.00000 2812.50 RESET TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 614001-003 1140.000 LF | 103.00000 117420.00| 132.00000 150480.00| 60.00000 68400.00 HP10X42 STEEL PILE | | | 0055 614003-001 2247.000 SF | 18.00000 40446.00| 19.00000 42693.00| 10.00000 22470.00 CONCRETE LAGGING, THICKNESS 6" | | | 0060 636008-001 860.000 LF | 0.50000 430.00| 1.00000 860.00| 1.00000 860.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0065 636011-001 3635.000 UN | 1.10000 3998.50| 2.00000 7270.00| 0.50000 1817.50 TRAFFIC CONTROL DEVICE | | | 0070 636014-001 320.000 HR | 48.00000 15360.00| 36.00000 11520.00| 75.00000 24000.00 FLAGGER | | | 0075 636023-001 1.000 LS | 2000.00000 2000.00| 21000.00000 21000.00| 500.00000 500.00 TEMPORARY TRAFFIC SIGNAL | | | 0080 636025-001 32.000 DA | 1.40000 44.80| 2.00000 64.00| 0.50000 16.00 WARNING LIGHTS, TYPE B | | | 0085 642004-003 5.000 LB | 610.00000 3050.00| 40.00000 200.00| 260.00000 1300.00 SEED MIXTURE, D | | | 0090 642005-002 0.070 TN | 5000.00000 350.00| 2100.00000 147.00| 11500.00000 805.00 MULCH, WOOD CELLULOSE FIBER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0581702 |( 5 ) 55-0753963 |( 6 ) 61-1584805 |CLAUDE ERPS CONSTRUCTION, IN |MERIDIAN COMMUNICATIONS & CO |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.050 TN | 7000.00000 350.00| 1500.00000 75.00| 10000.00000 500.00 FERTILIZER | | | 0100 663001-004 425.000 LF | 0.45000 191.25| 2.00000 850.00| 1.00000 425.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0105 663002-038 425.000 LF | 0.45000 191.25| 1.00000 425.00| 1.00000 425.00 CENTERLINE, TYPE II - 4 IN | | | 0110 663005-010 48.000 LF | 15.50000 744.00| 16.00000 768.00| 1.00000 48.00 STOP LINE, TYPE V - 12 IN | | | 0115 307005-001 AA1 59.000 TN | 85.00000 5015.00| 35.00000 2065.00| 50.00000 2950.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0120 307005-002 AA2 50.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0125 401001-001 BB1 40.000 TN | 215.00000 8600.00| 260.00000 10400.00| 200.00000 8000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0130 401001-002 BB2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0135 401007-001 CC1 23.000 TN | 215.00000 4945.00| 260.00000 5980.00| 200.00000 4600.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 CC2 22.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 DD1 60.000 TN | 215.00000 12900.00| 260.00000 15600.00| 200.00000 12000.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0150 402001-002 DD2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 311,533.93| $ 325,950.50| $ 368,840.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 311,533.93| $ 325,950.50| $ 368,840.29 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 61-0725598 |( ) |THAXTON CONSTRUCTION COMPANY |HINKLE CONTRACTING COMPANY L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TO REPAIR SLIP BY CONSTRUCTING A PILING WALL | | | 0005 204001-000 LUMP | 100000.00000 100000.00| 30000.00000 30000.00| MOBILIZATION | | | 0010 207001-001 234.000 CY | 80.00000 18720.00| 60.50000 14157.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 217.000 CY | 100.00000 21700.00| 146.50000 31790.50| SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.040 MI | 1000.00000 40.00| 150000.00000 6000.00| SHOULDER AND DITCH | | | 0025 408002-001 22.000 GA | 20.00000 440.00| 182.00000 4004.00| BITUMINOUS MATERIAL | | | 0030 601002-001 10.000 CY | 300.00000 3000.00| 520.00000 5200.00| CLASS B CONCRETE | | | 0035 604001-016 40.000 LF | 200.00000 8000.00| 280.00000 11200.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 607010-020 187.500 LF | 50.00000 9375.00| 8.50000 1593.75| GUARDRAIL REMOVAL | | | 0045 607011-001 187.500 LF | 60.00000 11250.00| 53.50000 10031.25| RESET TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 614001-003 1140.000 LF | 120.00000 136800.00| 268.00000 305520.00| HP10X42 STEEL PILE | | | 0055 614003-001 2247.000 SF | 20.00000 44940.00| 40.00000 89880.00| CONCRETE LAGGING, THICKNESS 6" | | | 0060 636008-001 860.000 LF | 1.00000 860.00| 1.75000 1505.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0065 636011-001 3635.000 UN | 2.00000 7270.00| 1.50000 5452.50| TRAFFIC CONTROL DEVICE | | | 0070 636014-001 320.000 HR | 50.00000 16000.00| 73.00000 23360.00| FLAGGER | | | 0075 636023-001 1.000 LS | 30000.00000 30000.00| 19000.00000 19000.00| TEMPORARY TRAFFIC SIGNAL | | | 0080 636025-001 32.000 DA | 1.50000 48.00| 20.25000 648.00| WARNING LIGHTS, TYPE B | | | 0085 642004-003 5.000 LB | 700.00000 3500.00| 730.00000 3650.00| SEED MIXTURE, D | | | 0090 642005-002 0.070 TN | 6000.00000 420.00| 14000.00000 980.00| MULCH, WOOD CELLULOSE FIBER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0902802 COUNTIES : MCDOWELL LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 61-0725598 |( ) |THAXTON CONSTRUCTION COMPANY |HINKLE CONTRACTING COMPANY L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.050 TN | 8000.00000 400.00| 13500.00000 675.00| FERTILIZER | | | 0100 663001-004 425.000 LF | 1.00000 425.00| 3.00000 1275.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0105 663002-038 425.000 LF | 1.00000 425.00| 3.00000 1275.00| CENTERLINE, TYPE II - 4 IN | | | 0110 663005-010 48.000 LF | 25.00000 1200.00| 45.50000 2184.00| STOP LINE, TYPE V - 12 IN | | | 0115 307005-001 AA1 59.000 TN | 100.00000 5900.00| 88.00000 5192.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0120 307005-002 AA2 50.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0125 401001-001 BB1 40.000 TN | 400.00000 16000.00| 225.25000 9010.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0130 401001-002 BB2 38.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0135 401007-001 CC1 23.000 TN | 500.00000 11500.00| 265.00000 6095.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 CC2 22.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 DD1 60.000 TN | 400.00000 24000.00| 200.00000 12000.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0150 402001-002 DD2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 472,213.00| $ 601,678.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 472,213.00| $ 601,678.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0620944 COUNTIES : MERCER LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BLUEFIELD TO PRINCETON SIGN RENOVATION PROJECT(S) : U328-0019/00-001.10 00 0NHG 0019 318 D00 LOCATION: BLUEFIELD STATE COLLEGE - PRINCETON COURTHOUSE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 49,946.00 100.0000% 2 31-1115885 M. P. DORY CO. $ 63,149.00 126.4345% 3 31-1148628 PDK CONSTRUCTION, INC. $ 69,903.00 139.9572% 4 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 83,644.00 167.4689% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0620944 COUNTIES : MERCER LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-0124040 |( 2 ) 31-1115885 |( 3 ) 31-1148628 |EIGHT TREASURES OF KENTUCKY, |M. P. DORY CO. |PDK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNING RENOVATION | | | 0005 204001-000 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 20000.00000 20000.00 MOBILIZATION | | | 0010 636011-001 5420.000 UN | 0.10000 542.00| 0.15000 813.00| 0.10000 542.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 160.000 HR | 1.00000 160.00| 1.00000 160.00| 1.00000 160.00 FLAGGER | | | 0020 636014-002 40.000 HR | 10.00000 400.00| 50.00000 2000.00| 50.00000 2000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 10.000 DA | 20.00000 200.00| 10.00000 100.00| 15.00000 150.00 ELECTRIC ARROW | | | 0030 657006-001 102.000 LF | 45.00000 4590.00| 28.00000 2856.00| 33.00000 3366.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0035 657010-001 454.000 LF | 11.00000 4994.00| 15.00000 6810.00| 13.50000 6129.00 3.00 LB CHANNEL POST | | | 0040 657012-001 90.000 LF | 30.00000 2700.00| 15.00000 1350.00| 10.00000 900.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0045 657017-001 2.840 CY | 2500.00000 7100.00| 2000.00000 5680.00| 2000.00000 5680.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0050 657018-001 28.000 EA | 25.00000 700.00| 90.00000 2520.00| 48.00000 1344.00 POST REMOVAL | | | 0055 657019-001 2.000 EA | 4000.00000 8000.00| 2000.00000 4000.00| 1480.00000 2960.00 PIPE POST , TYPE 3 | | | 0060 659001-001 LUMP | 5500.00000 5500.00| 8500.00000 8500.00| 14000.00000 14000.00 SIGN LIGHTING, TYPE 3 , 250W, 6 | | | 0065 661001-001 560.000 SF | 16.00000 8960.00| 22.50000 12600.00| 17.10000 9576.00 0.080 IN FLAT SHEET SIGN | | | 0070 661002-001 144.000 SF | 25.00000 3600.00| 40.00000 5760.00| 21.50000 3096.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 49,946.00| $ 63,149.00| $ 69,903.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 49,946.00| $ 63,149.00| $ 69,903.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0620944 COUNTIES : MERCER LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1271209 |( ) |( ) |GREEN ACRES CONTRACTING COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNING RENOVATION | | | 0005 204001-000 LUMP | 10000.00000 10000.00| | MOBILIZATION | | | 0010 636011-001 5420.000 UN | 1.00000 5420.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 160.000 HR | 40.00000 6400.00| | FLAGGER | | | 0020 636014-002 40.000 HR | 40.00000 1600.00| | TRAFFIC DIRECTOR | | | 0025 636021-001 10.000 DA | 50.00000 500.00| | ELECTRIC ARROW | | | 0030 657006-001 102.000 LF | 45.00000 4590.00| | S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0035 657010-001 454.000 LF | 12.00000 5448.00| | 3.00 LB CHANNEL POST | | | 0040 657012-001 90.000 LF | 17.00000 1530.00| | 4.00 LB BACK TO BACK CHANNEL POST | | | 0045 657017-001 2.840 CY | 3000.00000 8520.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0050 657018-001 28.000 EA | 50.00000 1400.00| | POST REMOVAL | | | 0055 657019-001 2.000 EA | 2250.00000 4500.00| | PIPE POST , TYPE 3 | | | 0060 659001-001 LUMP | 15000.00000 15000.00| | SIGN LIGHTING, TYPE 3 , 250W, 6 | | | 0065 661001-001 560.000 SF | 26.00000 14560.00| | 0.080 IN FLAT SHEET SIGN | | | 0070 661002-001 144.000 SF | 29.00000 4176.00| | EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 83,644.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 83,644.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 CONTRACT DESCRIPTION : BOARDCAMP BRANCH BRIDGE PROJECT(S) : S330-0003/05-021.47 00 LOCATION: / W FK TWELVEPOLE CREEK, 1.94 MI N CO 3/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 928,650.35 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,031,137.00 111.0361% 3 61-0718956 BUSH & BURCHETT, INC. $ 1,049,019.80 112.9618% 4 27-2000626 TRITON CONSTRUCTION INC $ 1,205,818.00 129.8463% 5 34-1199322 VELOTTA COMPANY, THE $ 1,212,412.20 130.5564% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 61-0718956 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. |BUSH & BURCHETT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| 35000.00000 35000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 46000.00000 46000.00 MOBILIZATION | | | 0015 207001-001 530.000 CY | 12.00000 6360.00| 6.00000 3180.00| 13.00000 6890.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 496.000 CY | 75.00000 37200.00| 58.00000 28768.00| 65.00000 32240.00 SUBGRADE | | | 0025 207034-000 2692.000 SY | 2.00000 5384.00| 1.00000 2692.00| 2.00000 5384.00 FABRIC FOR SEPARATION | | | 0030 211001-000 344.000 CY | 16.00000 5504.00| 8.00000 2752.00| 25.00000 8600.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 450.000 CY | 75.00000 33750.00| 58.00000 26100.00| 75.00000 33750.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 41.000 CY | 85.00000 3485.00| 60.00000 2460.00| 75.00000 3075.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 502001-012 124.000 SY | 285.00000 35340.00| 355.00000 44020.00| 300.00000 37200.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 287.500 LF | 17.30000 4973.75| 19.00000 5462.50| 17.30000 4973.75 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1382.00000 5528.00| 1520.00000 6080.00| 1382.00000 5528.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 1.000 EA | 1832.00000 1832.00| 2020.00000 2020.00| 1832.00000 1832.00 FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 55000.00000 55000.00| 100000.00000 100000.00| 95000.00000 95000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 500.000 LF | 0.80000 400.00| 0.90000 450.00| 1.50000 750.00 ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 1500.000 LF | 0.25000 375.00| 0.30000 450.00| 0.40000 600.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0080 636011-001 5480.000 UN | 0.78000 4274.40| 0.85000 4658.00| 1.00000 5480.00 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 2.000 EA | 350.00000 700.00| 0.50000 1.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 61-0718956 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. |BUSH & BURCHETT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 50.000 EA | 3.50000 175.00| 0.02000 1.00| 5.00000 250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 300.000 HR | 50.00000 15000.00| 35.00000 10500.00| 1.00000 300.00 FLAGGER | | | 0100 636017-001 100.000 LF | 40.00000 4000.00| 10.00000 1000.00| 25.00000 2500.00 TEMPORARY CONCRETE BARRIER | | | 0105 636019-001 700.000 LF | 7.50000 5250.00| 8.30000 5810.00| 7.50000 5250.00 TEMPORARY GUARDRAIL BARRIER | | | 0110 636023-001 1.000 LS | 42000.00000 42000.00| 6020.00000 6020.00| 70000.00000 70000.00 TEMPORARY TRAFFIC SIGNAL | | | 0115 636025-001 720.000 DA | 1.50000 1080.00| 1.70000 1224.00| 1.25000 900.00 WARNING LIGHTS, TYPE B | | | 0120 639001-001 LUMP | 5500.00000 5500.00| 4930.00000 4930.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 1250.00000 1250.00| 875.00000 875.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0130 640006-001 10.000 MO | 1250.00000 12500.00| 1200.00000 12000.00| 2000.00000 20000.00 SMALL FIELD OFFICE | | | 0135 642004-001 11.000 LB | 15.00000 165.00| 15.00000 165.00| 27.00000 297.00 SEED MIXTURE, TEMPORARY | | | 0140 642004-002 21.000 LB | 15.00000 315.00| 15.00000 315.00| 25.00000 525.00 SEED MIXTURE, B | | | 0145 642004-003 15.000 LB | 25.00000 375.00| 15.00000 225.00| 27.00000 405.00 SEED MIXTURE, D | | | 0150 642005-001 0.430 TN | 1200.00000 516.00| 500.00000 215.00| 1100.00000 473.00 MULCH, STRAW OR HAY | | | 0155 642005-002 0.160 TN | 1200.00000 192.00| 2000.00000 320.00| 540.00000 86.40 MULCH, WOOD CELLULOSE FIBER | | | 0160 642006-001 0.080 TN | 12000.00000 960.00| 500.00000 40.00| 560.00000 44.80 FERTILIZER | | | 0165 642010-001 0.160 TN | 150.00000 24.00| 200.00000 32.00| 125.00000 20.00 AGRICULTURAL LIMESTONE | | | 0170 642012-001 2314.000 LF | 1.00000 2314.00| 2.00000 4628.00| 1.00000 2314.00 SILT FENCE | | | 0175 642031-001 6.000 EA | 100.00000 600.00| 75.00000 450.00| 50.00000 300.00 DITCH CHECK | | | 0180 652001-001 0.110 TN | 150.00000 16.50| 200.00000 22.00| 125.00000 13.75 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 61-0718956 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. |BUSH & BURCHETT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652002-001 0.090 TN | 12000.00000 1080.00| 500.00000 45.00| 560.00000 50.40 FERTILIZER, 10-20-10 | | | 0190 652002-002 0.020 TN | 12500.00000 250.00| 800.00000 16.00| 890.00000 17.80 FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-001 19.000 LB | 15.00000 285.00| 15.00000 285.00| 22.00000 418.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0200 652003-002 13.000 LB | 25.00000 325.00| 15.00000 195.00| 30.00000 390.00 SEED MIXTURE, D | | | 0205 652004-001 0.220 TN | 1200.00000 264.00| 500.00000 110.00| 1800.00000 396.00 STRAW OR HAY MULCH | | | 0210 652004-002 0.150 TN | 1200.00000 180.00| 2000.00000 300.00| 550.00000 82.50 WOOD CELLULOSE FIBER MULCH | | | 0215 401001-001 AA1 674.000 TN | 110.00000 74140.00| 120.00000 80880.00| 110.00000 74140.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0220 401001-002 AA2 612.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0225 401001-001 BB1 135.000 TN | 125.00000 16875.00| 140.00000 18900.00| 125.00000 16875.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0230 401001-002 BB2 123.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 460,737.65| $ 463,596.50| $ 503,351.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10946 | | | 0235 203001-000 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 0240 211002-000 192.000 CY | 100.00000 19200.00| 60.00000 11520.00| 50.00000 9600.00 ROCK BORROW EXCAVATION | | | 0245 212001-000 115.000 CY | 60.00000 6900.00| 15.00000 1725.00| 20.00000 2300.00 STRUCTURE EXCAVATION | | | 0250 212005-000 30.000 CY | 100.00000 3000.00| 145.00000 4350.00| 100.00000 3000.00 SELECT MATERIAL FOR BACKFILLING | | | 0255 601002-001 54.000 CY | 900.00000 48600.00| 820.00000 44280.00| 800.00000 43200.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 61-0718956 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. |BUSH & BURCHETT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 601003-001 24.000 CY | 900.00000 21600.00| 1070.00000 25680.00| 900.00000 21600.00 CLASS K CONCRETE | | | 0265 601009-001 120.000 CY | 900.00000 108000.00| 950.00000 114000.00| 1000.00000 120000.00 CLASS H CONCRETE | | | 0270 602002-001 32557.000 LB | 1.10000 35812.70| 1.50000 48835.50| 1.20000 39068.40 EPOXY COATED REINFORCING STEEL BAR | | | 0275 615001-001 118330.000 LS | 175000.00000 175000.00| 255000.00000 255000.00| 250000.00000 250000.00 STEEL SUPERSTRUCTURE | | | 0280 616005-018 130.000 LF | 110.00000 14300.00| 55.00000 7150.00| 230.00000 29900.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 5500.00000 5500.00| 25000.00000 25000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 467,912.70| $ 567,540.50| $ 545,668.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 928,650.35| $ 1,031,137.00| $ 1,049,019.80 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 34-1199322 |( ) |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 62300.00000 62300.00| 10000.00000 10000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 56999.65000 56999.65| 114000.00000 114000.00| MOBILIZATION | | | 0015 207001-001 530.000 CY | 30.00000 15900.00| 42.00000 22260.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 496.000 CY | 85.00000 42160.00| 95.00000 47120.00| SUBGRADE | | | 0025 207034-000 2692.000 SY | 2.00000 5384.00| 2.25000 6057.00| FABRIC FOR SEPARATION | | | 0030 211001-000 344.000 CY | 75.00000 25800.00| 58.00000 19952.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 450.000 CY | 85.00000 38250.00| 98.00000 44100.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 41.000 CY | 115.00000 4715.00| 108.00000 4428.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0045 502001-012 124.000 SY | 360.00000 44640.00| 340.00000 42160.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 287.500 LF | 30.00000 8625.00| 24.90000 7158.75| TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1500.00000 6000.00| 950.00000 3800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 1.000 EA | 2000.00000 2000.00| 1580.00000 1580.00| FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 165000.00000 165000.00| 121000.00000 121000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 500.000 LF | 1.50000 750.00| 0.80000 400.00| ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 1500.000 LF | 0.40000 600.00| 0.25000 375.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0080 636011-001 5480.000 UN | 1.00000 5480.00| 0.78000 4274.40| TRAFFIC CONTROL DEVICE | | | 0085 636012-010 2.000 EA | 500.00000 1000.00| 350.00000 700.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 34-1199322 |( ) |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 50.000 EA | 5.00000 250.00| 3.50000 175.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 300.000 HR | 40.00000 12000.00| 40.00000 12000.00| FLAGGER | | | 0100 636017-001 100.000 LF | 75.00000 7500.00| 35.00000 3500.00| TEMPORARY CONCRETE BARRIER | | | 0105 636019-001 700.000 LF | 15.00000 10500.00| 9.90000 6930.00| TEMPORARY GUARDRAIL BARRIER | | | 0110 636023-001 1.000 LS | 20617.00000 20617.00| 10000.00000 10000.00| TEMPORARY TRAFFIC SIGNAL | | | 0115 636025-001 720.000 DA | 1.25000 900.00| 1.50000 1080.00| WARNING LIGHTS, TYPE B | | | 0120 639001-001 LUMP | 29000.00000 29000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 1500.00000 1500.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0130 640006-001 10.000 MO | 2000.00000 20000.00| 1450.00000 14500.00| SMALL FIELD OFFICE | | | 0135 642004-001 11.000 LB | 40.00000 440.00| 27.00000 297.00| SEED MIXTURE, TEMPORARY | | | 0140 642004-002 21.000 LB | 9.00000 189.00| 25.00000 525.00| SEED MIXTURE, B | | | 0145 642004-003 15.000 LB | 10.00000 150.00| 27.00000 405.00| SEED MIXTURE, D | | | 0150 642005-001 0.430 TN | 3000.00000 1290.00| 1100.00000 473.00| MULCH, STRAW OR HAY | | | 0155 642005-002 0.160 TN | 3000.00000 480.00| 540.00000 86.40| MULCH, WOOD CELLULOSE FIBER | | | 0160 642006-001 0.080 TN | 670.00000 53.60| 560.00000 44.80| FERTILIZER | | | 0165 642010-001 0.160 TN | 15.00000 2.40| 125.00000 20.00| AGRICULTURAL LIMESTONE | | | 0170 642012-001 2314.000 LF | 3.00000 6942.00| 3.50000 8099.00| SILT FENCE | | | 0175 642031-001 6.000 EA | 100.00000 600.00| 150.00000 900.00| DITCH CHECK | | | 0180 652001-001 0.110 TN | 15.00000 1.65| 125.00000 13.75| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -8 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 34-1199322 |( ) |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652002-001 0.090 TN | 670.00000 60.30| 560.00000 50.40| FERTILIZER, 10-20-10 | | | 0190 652002-002 0.020 TN | 3000.00000 60.00| 890.00000 17.80| FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-001 19.000 LB | 10.00000 190.00| 22.00000 418.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0200 652003-002 13.000 LB | 10.00000 130.00| 30.00000 390.00| SEED MIXTURE, D | | | 0205 652004-001 0.220 TN | 3000.00000 660.00| 1800.00000 396.00| STRAW OR HAY MULCH | | | 0210 652004-002 0.150 TN | 3000.00000 450.00| 550.00000 82.50| WOOD CELLULOSE FIBER MULCH | | | 0215 401001-001 AA1 674.000 TN | 97.00000 65378.00| 110.00000 74140.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0220 401001-002 AA2 612.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0225 401001-001 BB1 135.000 TN | 97.00000 13095.00| 125.00000 16875.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0230 401001-002 BB2 123.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 678,042.60| $ 607,283.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10946 | | | 0235 203001-000 LUMP | 41000.00000 41000.00| 57000.00000 57000.00| DISMANTLING STRUCTURE | | | 0240 211002-000 192.000 CY | 85.00000 16320.00| 85.00000 16320.00| ROCK BORROW EXCAVATION | | | 0245 212001-000 115.000 CY | 55.00000 6325.00| 80.00000 9200.00| STRUCTURE EXCAVATION | | | 0250 212005-000 30.000 CY | 200.00000 6000.00| 160.00000 4800.00| SELECT MATERIAL FOR BACKFILLING | | | 0255 601002-001 54.000 CY | 525.00000 28350.00| 950.00000 51300.00| CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 017 -9 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0816903 COUNTIES : MINGO LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 34-1199322 |( ) |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 601003-001 24.000 CY | 810.00000 19440.00| 1085.00000 26040.00| CLASS K CONCRETE | | | 0265 601009-001 120.000 CY | 888.00000 106560.00| 1025.00000 123000.00| CLASS H CONCRETE | | | 0270 602002-001 32557.000 LB | 1.20000 39068.40| 1.20000 39068.40| EPOXY COATED REINFORCING STEEL BAR | | | 0275 615001-001 118330.000 LS | 220212.00000 220212.00| 238000.00000 238000.00| STEEL SUPERSTRUCTURE | | | 0280 616005-018 130.000 LF | 300.00000 39000.00| 280.00000 36400.00| HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 5500.00000 5500.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 527,775.40| $ 605,128.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,205,818.00| $ 1,212,412.20| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0813902 COUNTIES : NICHOLAS LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 09 CONTRACT DESCRIPTION : BARN RUN BRIDGE PROJECT(S) : S334-0020/00-032.95 00 LOCATION: 0.07 MILES NORTH CO 20/3 - 0.11 MILES NORTH CO 20/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 65,529.60 100.0000% 2 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 82,060.30 125.2263% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 104,735.00 159.8285% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0813902 COUNTIES : NICHOLAS LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0581702 |( 2 ) 55-0778477 |( 3 ) 62-1345425 |CLAUDE ERPS CONSTRUCTION, IN |HOKE BROTHERS CONTRACTING, I |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REHABILITATE CULVERT | | | 0005 204001-000 LUMP | 7500.00000 7500.00| 45000.00000 45000.00| 72000.00000 72000.00 MOBILIZATION | | | 0010 218006-000 60.000 CY | 184.00000 11040.00| 50.00000 3000.00| 72.00000 4320.00 FOUNDATION PROTECTION | | | 0015 240005-000 95.000 LF | 79.00000 7505.00| 20.00000 1900.00| 50.00000 4750.00 CLEAN BOX CULVERT | | | 0020 607009-001 50.000 LF | 26.00000 1300.00| 12.00000 600.00| 25.00000 1250.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0025 614001-008 88.000 LF | 295.00000 25960.00| 200.00000 17600.00| 125.00000 11000.00 HP12X74 STEEL PILE | | | 0030 636011-001 1280.000 UN | 3.32000 4249.60| 2.00000 2560.00| 1.00000 1280.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 160.000 HR | 48.00000 7680.00| 70.00000 11200.00| 60.00000 9600.00 FLAGGER | | | 0040 636025-001 30.000 DA | 1.50000 45.00| 0.01000 0.30| 4.50000 135.00 WARNING LIGHTS, TYPE B | | | 0045 642012-001 200.000 LF | 1.25000 250.00| 1.00000 200.00| 2.00000 400.00 SILT FENCE | | | SECTION TOTALS | $ 65,529.60| $ 82,060.30| $ 104,735.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 65,529.60| $ 82,060.30| $ 104,735.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 1017527 COUNTIES : ROANE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 CONTRACT DESCRIPTION : COTTON - WALTON UPGRADE GUARDRAIL PROJECT(S) : U344-0119/00-006.71 00 0ERP 0119 354 D00 LOCATION: BEGIN: 0.74 MI. S. OF CO 54 END: 0.01 MI. S. OF CO 54 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1148628 PDK CONSTRUCTION, INC. $ 59,011.00 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 62,337.15 105.6365% 3 55-0757553 SHEPAUL ENTERPRISES, INC. $ 67,744.18 114.7992% 4 25-1000923 PENN LINE SERVICE, INC. $ 79,901.88 135.4017% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 1017527 COUNTIES : ROANE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 55-0757553 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 UPGRADE GUARDRAIL | | | 0005 204001-000 LUMP | 1925.00000 1925.00| 1000.00000 1000.00| 750.00000 750.00 MOBILIZATION | | | 0010 607001-001 3362.500 LF | 12.48000 41964.00| 13.30000 44721.25| 14.00000 47075.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0015 607001-001 200.000 LF | 17.50000 3500.00| 20.00000 4000.00| 21.00000 4200.00 TYPE 1 GUARDRAIL, CLASS 5 | | | 0020 607010-020 3612.500 LF | 0.80000 2890.00| 1.00000 3612.50| 1.35000 4876.88 GUARDRAIL REMOVAL | | | 0025 607025-001 1.000 EA | 400.00000 400.00| 450.00000 450.00| 281.00000 281.00 CUT SLOPE TERMINAL, TYPE B | | | 0030 607066-001 3.000 EA | 1670.00000 5010.00| 1700.00000 5100.00| 1860.70000 5582.10 TANGENT END TERMINAL | | | 0035 636011-001 1340.000 UN | 0.10000 134.00| 0.01000 13.40| 1.08000 1447.20 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 40.000 HR | 50.00000 2000.00| 50.00000 2000.00| 56.80000 2272.00 FLAGGER | | | 0045 661013-001 36.000 EA | 33.00000 1188.00| 40.00000 1440.00| 35.00000 1260.00 PLASTIC DELINEATOR POST, WHITE | | | SECTION TOTALS | $ 59,011.00| $ 62,337.15| $ 67,744.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 59,011.00| $ 62,337.15| $ 67,744.18 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 1017527 COUNTIES : ROANE LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1000923 |( ) |( ) |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 UPGRADE GUARDRAIL | | | 0005 204001-000 LUMP | 5000.00000 5000.00| | MOBILIZATION | | | 0010 607001-001 3362.500 LF | 16.95000 56994.38| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0015 607001-001 200.000 LF | 23.00000 4600.00| | TYPE 1 GUARDRAIL, CLASS 5 | | | 0020 607010-020 3612.500 LF | 1.00000 3612.50| | GUARDRAIL REMOVAL | | | 0025 607025-001 1.000 EA | 550.00000 550.00| | CUT SLOPE TERMINAL, TYPE B | | | 0030 607066-001 3.000 EA | 1850.00000 5550.00| | TANGENT END TERMINAL | | | 0035 636011-001 1340.000 UN | 0.25000 335.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 40.000 HR | 50.00000 2000.00| | FLAGGER | | | 0045 661013-001 36.000 EA | 35.00000 1260.00| | PLASTIC DELINEATOR POST, WHITE | | | SECTION TOTALS | $ 79,901.88| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 79,901.88| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 1016186 COUNTIES : WIRT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 CONTRACT DESCRIPTION : KANAWHA - FREEPORT ROAD PROJECT(S) : S353-0047/00-002.71 00 LOCATION: 1.87 MI. E. OF JCT CR 6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 124,905.00 100.0000% 2 61-1584805 MARKS DRILLING $ 144,140.60 115.4002% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 145,314.75 116.3402% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 149,699.00 119.8503% 5 31-4444098 ALAN STONE CO., INC. $ 150,056.00 120.1361% 6 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 215,524.00 172.5503% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 1016186 COUNTIES : WIRT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 61-1584805 |( 3 ) 38-3667285 |BBR DRILLING COMPANY, INC. |MARKS DRILLING |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 8000.00000 8000.00| 30000.00000 30000.00| 15500.00000 15500.00 MOBILIZATION | | | 0010 207001-001 83.000 CY | 5.00000 415.00| 50.00000 4150.00| 20.00000 1660.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 53.000 CY | 65.00000 3445.00| 50.00000 2650.00| 100.00000 5300.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 12.000 CY | 65.00000 780.00| 50.00000 600.00| 100.00000 1200.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 17.000 GA | 10.00000 170.00| 10.00000 170.00| 10.00000 170.00 BITUMINOUS MATERIAL | | | 0030 415005-001 549.000 SY | 10.00000 5490.00| 15.00000 8235.00| 10.25000 5627.25 REMOVE EXISTING PAVEMENT SURFACE | | | 0035 607001-001 100.000 LF | 25.00000 2500.00| 26.40000 2640.00| 26.40000 2640.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607066-001 2.000 EA | 2000.00000 4000.00| 1892.00000 3784.00| 1892.00000 3784.00 TANGENT END TERMINAL | | | 0045 614001-003 1110.000 LF | 54.00000 59940.00| 60.00000 66600.00| 55.00000 61050.00 HP10X42 STEEL PILE | | | 0050 614003-001 810.000 SF | 12.00000 9720.00| 10.00000 8100.00| 15.00000 12150.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 2200.000 UN | 0.50000 1100.00| 0.50000 1100.00| 1.00000 2200.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 460.000 HR | 40.00000 18400.00| 0.01000 4.60| 50.00000 23000.00 FLAGGER | | | 0065 636025-001 46.000 DA | 1.00000 46.00| 2.00000 92.00| 1.25000 57.50 WARNING LIGHTS, TYPE B | | | 0070 639001-001 LUMP | 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0075 663001-004 470.000 LF | 0.60000 282.00| 1.00000 470.00| 0.40000 188.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0080 663002-005 470.000 LF | 0.60000 282.00| 1.00000 470.00| 0.40000 188.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0085 401002-001 AA1 47.000 TN | 180.00000 8460.00| 275.00000 12925.00| 175.00000 8225.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401002-002 AA2 47.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 1016186 COUNTIES : WIRT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 61-1584805 |( 3 ) 38-3667285 |BBR DRILLING COMPANY, INC. |MARKS DRILLING |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 401003-001 BB1 5.000 TN | 175.00000 875.00| 330.00000 1650.00| 175.00000 875.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 BB2 5.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 124,905.00| $ 144,140.60| $ 145,314.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 124,905.00| $ 144,140.60| $ 145,314.75 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 1016186 COUNTIES : WIRT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 31-4444098 |( 6 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 22000.00000 22000.00| 10000.00000 10000.00| 20000.00000 20000.00 MOBILIZATION | | | 0010 207001-001 83.000 CY | 6.00000 498.00| 28.00000 2324.00| 50.00000 4150.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 53.000 CY | 79.00000 4187.00| 70.00000 3710.00| 60.00000 3180.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 12.000 CY | 55.00000 660.00| 60.00000 720.00| 60.00000 720.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 17.000 GA | 10.00000 170.00| 12.50000 212.50| 20.00000 340.00 BITUMINOUS MATERIAL | | | 0030 415005-001 549.000 SY | 11.00000 6039.00| 12.50000 6862.50| 18.00000 9882.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0035 607001-001 100.000 LF | 27.00000 2700.00| 32.00000 3200.00| 45.00000 4500.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607066-001 2.000 EA | 1800.00000 3600.00| 2000.00000 4000.00| 2150.00000 4300.00 TANGENT END TERMINAL | | | 0045 614001-003 1110.000 LF | 36.00000 39960.00| 54.00000 59940.00| 90.00000 99900.00 HP10X42 STEEL PILE | | | 0050 614003-001 810.000 SF | 16.00000 12960.00| 29.50000 23895.00| 20.00000 16200.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 2200.000 UN | 0.80000 1760.00| 1.00000 2200.00| 2.00000 4400.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 460.000 HR | 29.00000 13340.00| 42.00000 19320.00| 45.00000 20700.00 FLAGGER | | | 0065 636025-001 46.000 DA | 5.00000 230.00| 2.00000 92.00| 2.00000 92.00 WARNING LIGHTS, TYPE B | | | 0070 639001-001 LUMP | 32000.00000 32000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0075 663001-004 470.000 LF | 0.25000 117.50| 1.00000 470.00| 1.50000 705.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0080 663002-005 470.000 LF | 0.25000 117.50| 1.00000 470.00| 1.50000 705.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0085 401002-001 AA1 47.000 TN | 180.00000 8460.00| 195.00000 9165.00| 300.00000 14100.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401002-002 AA2 47.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 1016186 COUNTIES : WIRT LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 31-4444098 |( 6 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 401003-001 BB1 5.000 TN | 180.00000 900.00| 195.00000 975.00| 330.00000 1650.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 BB2 5.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 149,699.00| $ 150,056.00| $ 215,524.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 149,699.00| $ 150,056.00| $ 215,524.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0520141 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 CONTRACT DESCRIPTION : GREEN STREET DUAL RIGHT TURN LANE PROJECT(S) : U354-0014/00-013.57 00 CMAQ 0014 105 D00 LOCATION: 400' W 5TH ST. - 400' S GREEN ST. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 329,088.28 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 410,357.00 124.6951% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0520141 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0481221 |( ) |KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW RIGHT TURN LANE | | | 0005 202001-000 1.000 LS | 24000.00000 24000.00| 27200.00000 27200.00| BUILDING DEMOLITION NUMBER, 2/1 | | | 0010 204001-000 LUMP | 15502.83000 15502.83| 14500.00000 14500.00| MOBILIZATION | | | 0015 207001-001 499.000 CY | 65.00000 32435.00| 36.00000 17964.00| UNCLASSIFIED EXCAVATION | | | 0020 307001-000 184.000 CY | 100.00000 18400.00| 92.50000 17020.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 207.000 GA | 5.00000 1035.00| 2.00000 414.00| BITUMINOUS MATERIAL | | | 0030 415005-001 3025.000 SY | 7.80000 23595.00| 4.65000 14066.25| REMOVE EXISTING PAVEMENT SURFACE | | | 0035 608008-001 500.000 LF | 3.00000 1500.00| 5.00000 2500.00| 4 FT SAFETY FENCE | | | 0040 609001-001 167.000 SY | 84.00000 14028.00| 193.00000 32231.00| CONCRETE SIDEWALK | | | 0045 609002-001 37.000 CY | 125.00000 4625.00| 82.50000 3052.50| BED COURSE MATERIAL | | | 0050 610003-001 353.000 LF | 46.00000 16238.00| 50.50000 17826.50| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0055 636008-001 1085.000 LF | 0.45000 488.25| 0.40000 434.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0060 636011-001 4325.000 UN | 1.00000 4325.00| 0.90000 3892.50| TRAFFIC CONTROL DEVICE | | | 0065 636014-001 500.000 HR | 0.01000 5.00| 46.50000 23250.00| FLAGGER | | | 0070 636025-001 500.000 DA | 1.40000 700.00| 1.25000 625.00| WARNING LIGHTS, TYPE B | | | 0075 639001-001 LUMP | 2500.00000 2500.00| 41233.35000 41233.35| CONSTRUCTION LAYOUT STAKE | | | 0080 652002-001 0.500 TN | 820.00000 410.00| 750.00000 375.00| FERTILIZER, 10-20-10 | | | 0085 652003-002 30.000 LB | 31.00000 930.00| 28.00000 840.00| SEED MIXTURE, D | | | 0090 652004-002 0.500 TN | 815.00000 407.50| 750.00000 375.00| WOOD CELLULOSE FIBER MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0520141 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0481221 |( ) |KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 657010-001 14.000 LF | 54.00000 756.00| 30.00000 420.00| 3.00 LB CHANNEL POST | | | 0100 657012-001 34.000 LF | 82.00000 2788.00| 40.00000 1360.00| 4.00 LB BACK TO BACK CHANNEL POST | | | 0105 657018-001 2.000 EA | 272.00000 544.00| 250.00000 500.00| POST REMOVAL | | | 0110 660001-002 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| SIGNAL CONTROLLER, INSTALLATION ONLY | | | 0115 660003-006 15.000 EA | 355.00000 5325.00| 325.00000 4875.00| SIGNAL SECTION, V-12 | | | 0120 660003-007 7.000 EA | 110.00000 770.00| 100.00000 700.00| SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0125 660004-051 1.000 EA | 1630.00000 1630.00| 1500.00000 1500.00| SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0130 660005-010 1.000 EA | 1085.00000 1085.00| 1000.00000 1000.00| JUNCTION BOX, TYPE H | | | 0135 660007-001 LUMP | 21150.00000 21150.00| 19500.00000 19500.00| MISCELLANEOUS SIGNAL | | | 0140 661001-001 8.000 SF | 165.00000 1320.00| 8.25000 66.00| 0.080 IN FLAT SHEET SIGN | | | 0145 661011-001 9.000 EA | 55.00000 495.00| 750.00000 6750.00| INSTALLATION OF REUSABLE SIGN | | | 0150 663002-005 606.000 LF | 0.45000 272.70| 0.40000 242.40| LANE LINE, TYPE II - 4 IN WHITE | | | 0155 663002-005 840.000 LF | 0.45000 378.00| 0.40000 336.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0160 663004-011 415.000 LF | 8.00000 3320.00| 7.50000 3112.50| CHANNELIZING LINE, TYPE V - 8 IN | | | 0165 663005-011 100.000 LF | 13.00000 1300.00| 12.00000 1200.00| STOP LINE, TYPE V - 24 IN | | | 0170 663006-010 699.000 LF | 10.00000 6990.00| 9.00000 6291.00| CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0175 663010-010 12.000 EA | 190.00000 2280.00| 175.00000 2100.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0180 663011-010 28.000 EA | 71.00000 1988.00| 65.00000 1820.00| LANE LETTER, TYPE V | | | 0185 401001-011 AA1 196.000 TN | 110.00000 21560.00| 210.00000 41160.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0520141 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0481221 |( ) |KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 401001-012 AA2 196.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0195 402001-011 BB1 568.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0200 402001-012 BB2 568.000 TN | 120.00000 68160.00| 125.00000 71000.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0205 401007-011 CC1 221.000 TN | 112.00000 24752.00| 125.00000 27625.00| SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0210 401007-012 CC2 221.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | SECTION TOTALS | $ 329,088.28| $ 410,357.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 329,088.28| $ 410,357.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 1002233 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 CONTRACT DESCRIPTION : 33RD STREET TRAFFIC SIGNAL PROJECT(S) : U354-0014/00-018.33 00 CMAQ 0014 132 D00 LOCATION: WV 14 & 33RD ST - WV 14 & 31ST ST ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 168,750.00 100.0000% 2 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 170,000.00 100.7407% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 213,802.60 126.6978% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 1002233 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 27-0124040 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, |WEST VIRGINIA SIGNAL & LIGHT, 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 | 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 MOBILIZATION | | | 0010 609005-001 3.000 EA | 2000.00000 6000.00| 2500.00000 7500.00| 2000.00000 6000.00 CURB RAMP , TYPE 1 | | | 0015 609006-001 5.000 EA | 500.00000 2500.00| 560.00000 2800.00| 725.00000 3625.00 DETECTABLE WARNING SURFACE | | | 0020 636007-001 970.000 LF | 1.50000 1455.00| 1.00000 970.00| 0.75000 727.50 ERADICATION OF PAVEMENT MARKING | | | 0025 636011-001 7040.000 UN | 1.00000 7040.00| 0.10000 704.00| 0.10000 704.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 200.000 HR | 0.01000 2.00| 1.00000 200.00| 0.10000 20.00 FLAGGER | | | 0035 636021-001 10.000 DA | 15.00000 150.00| 20.00000 200.00| 10.00000 100.00 ELECTRIC ARROW | | | 0040 657010-001 66.000 LF | 10.00000 660.00| 10.00000 660.00| 12.50000 825.00 3.00 LB CHANNEL POST | | | 0045 660001-001 LUMP | 9500.00000 9500.00| 10000.00000 10000.00| 12500.00000 12500.00 SIGNAL CONTROLLER , 03 | | | 0050 660002-020 LUMP | 18500.00000 18500.00| 20000.00000 20000.00| 25000.00000 25000.00 TRAFFIC DETECTOR, VTDS , 03 | | | 0055 660003-001 5.000 EA | 600.00000 3000.00| 800.00000 4000.00| 750.00000 3750.00 SIGNAL SECTION, G-16 | | | 0060 660003-006 46.000 EA | 250.00000 11500.00| 250.00000 11500.00| 350.00000 16100.00 SIGNAL SECTION, V-12 | | | 0065 660004-040 3.000 EA | 6000.00000 18000.00| 8000.00000 24000.00| 7500.00000 22500.00 SIGNAL SUPPORT, C1 | | | 0070 660004-042 1.000 EA | 6353.00000 6353.00| 7000.00000 7000.00| 8000.00000 8000.00 SIGNAL SUPPORT, C1L | | | 0075 660004-050 2.000 EA | 1000.00000 2000.00| 1500.00000 3000.00| 2500.00000 5000.00 SIGNAL SUPPORT, E1 | | | 0080 660005-010 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| 1000.00000 2000.00 JUNCTION BOX, TYPE H | | | 0085 660006-001 LUMP | 6500.00000 6500.00| 12000.00000 12000.00| 4750.00000 4750.00 SIGNAL INTERCONNECT | | | 0090 660007-001 LUMP | 35344.60000 35344.60| 20000.00000 20000.00| 49500.00000 49500.00 MISCELLANEOUS SIGNAL , 02 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 1002233 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 27-0124040 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660007-001 LUMP | 12500.00000 12500.00| 16000.00000 16000.00| 30500.00000 30500.00 MISCELLANEOUS SIGNAL , 03 | | | 0100 660010-001 1.000 EA | 4800.00000 4800.00| 2953.00000 2953.00| 3750.00000 3750.00 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0105 660010-010 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 750.00000 750.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0110 661001-001 65.000 SF | 30.00000 1950.00| 60.00000 3900.00| 12.50000 812.50 0.080 IN FLAT SHEET SIGN | | | 0115 661013-001 14.000 EA | 47.00000 658.00| 40.00000 560.00| 36.00000 504.00 PLASTIC DELINEATOR POST, YELLOW | | | 0120 662007-001 1.000 EA | 600.00000 600.00| 600.00000 600.00| 425.00000 425.00 LUMINAIRE, , 250W | | | 0125 662014-001 LUMP | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 INCIDENTAL ELECTRICAL WORK | | | 0130 663002-038 116.000 LF | 0.40000 46.40| 8.00000 928.00| 0.35000 40.60 CENTERLINE, TYPE II - 4 IN , YELLOW | | | 0135 663005-011 228.000 LF | 12.00000 2736.00| 20.00000 4560.00| 13.00000 2964.00 STOP LINE, TYPE V - 24 IN | | | 0140 663006-010 615.000 LF | 9.00000 5535.00| 11.00000 6765.00| 9.00000 5535.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0145 663010-010 8.000 EA | 175.00000 1400.00| 300.00000 2400.00| 190.00000 1520.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0150 663011-010 8.000 EA | 65.00000 520.00| 50.00000 400.00| 50.00000 400.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 168,750.00| $ 170,000.00| $ 213,802.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 168,750.00| $ 170,000.00| $ 213,802.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 0901482 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 CONTRACT DESCRIPTION : BELLEVILLE - LUBECK ROAD PROJECT(S) : S354-0068/00-000.01 00 0ERP 0068 138 D00 LOCATION: WOOD CO. LINE - 0.12 MI. S. CR 2/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,509,133.87 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 1,528,695.25 101.2962% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0901482 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, 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 | 14000.00000 14000.00| 11952.02000 11952.02| MOBILIZATION | | | 0010 207001-001 1920.000 CY | 5.00000 9600.00| 0.01000 19.20| UNCLASSIFIED EXCAVATION | | | 0015 211008-000 610.000 TN | 55.00000 33550.00| 50.00000 30500.00| ROCK BORROW EXCAVATION | | | 0020 218003-000 108.000 CY | 330.00000 35640.00| 250.00000 27000.00| GABION | | | 0025 229001-000 3.930 MI | 7000.00000 27510.00| 4000.00000 15720.00| SHOULDER AND DITCH | | | 0030 408002-001 1866.000 GA | 2.00000 3732.00| 0.01000 18.66| BITUMINOUS MATERIAL | | | 0035 415005-001 6011.000 SY | 2.75000 16530.25| 6.50000 39071.50| REMOVE EXISTING PAVEMENT SURFACE | | | 0040 604050-016 350.000 LF | 80.00000 28000.00| 200.00000 70000.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | SMOOTH-LINED | | | 0045 604053-016 4.000 LF | 255.00000 1020.00| 275.00000 1100.00| 18 INCH RELAID CONDUIT, RCP | | | 0050 604076-012 4.000 LF | 525.00000 2100.00| 300.00000 1200.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 605009-001 9.000 EA | 3500.00000 31500.00| 2500.00000 22500.00| TYPE G INLET | | | 0065 607001-001 962.500 LF | 14.00000 13475.00| 16.00000 15400.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0070 607009-001 6662.500 LF | 3.00000 19987.50| 5.50000 36643.75| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 500.000 LF | 1.05000 525.00| 2.00000 1000.00| GUARDRAIL REMOVAL | | | 0080 607065-001 3.000 EA | 1600.00000 4800.00| 1900.00000 5700.00| FLARED END TERMINAL | | | 0085 607066-001 4.000 EA | 1700.00000 6800.00| 2000.00000 8000.00| TANGENT END TERMINAL | | | 0090 636006-001 35.000 DA | 750.00000 26250.00| 0.01000 0.35| PILOT TRUCK AND DRIVER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0901482 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636008-001 66422.000 LF | 0.21000 13948.62| 0.16000 10627.52| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0100 636011-001 13490.000 UN | 1.25000 16862.50| 0.01000 134.90| TRAFFIC CONTROL DEVICE | | | 0105 636014-001 525.000 HR | 55.00000 28875.00| 56.00000 29400.00| FLAGGER | | | 0110 636025-001 300.000 DA | 1.25000 375.00| 1.30000 390.00| WARNING LIGHTS, TYPE B | | | 0115 642031-001 30.000 EA | 70.00000 2100.00| 15.00000 450.00| DITCH CHECK | | | 0120 663001-005 7.860 MI | 1000.00000 7860.00| 815.00000 6405.90| EDGE LINE, TYPE II - 4 IN WHITE | | | 0125 663002-004 4.720 MI | 975.00000 4602.00| 815.00000 3846.80| LANE LINE, TYPE II - 4 IN YELLOW | | | 0130 401001-001 AA1 3792.000 TN | 83.50000 316632.00| 78.00000 295776.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0135 401001-002 AA2 3792.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0140 401003-001 BB1 794.000 TN | 84.00000 66696.00| 95.00000 75430.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0145 401003-002 BB2 723.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0150 401007-001 CC1 2425.000 TN | 84.00000 203700.00| 88.00000 213400.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0155 401007-002 CC2 2425.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0160 401017-001 DD1 44.000 TN | 300.00000 13200.00| 220.00000 9680.00| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE 2 | | | 0165 401017-002 DD2 41.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE 2 | | | 0170 402001-001 EE1 6267.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0901482 COUNTIES : WOOD LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 402001-002 EE2 6267.000 TN | 89.00000 557763.00| 95.00000 595365.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0555 604076-020 15.000 LF | 100.00000 1500.00| 130.91000 1963.65| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 1,509,133.87| $ 1,528,695.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,509,133.87| $ 1,528,695.25| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 1023035 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : REEDY CREEK SLIP PROJECT(S) : E355-0006/09-001.25 00 FEMA 1918 000 000 LOCATION: 1.25 - 1.26 MILES NORTH OF JCT. CO 6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-1584805 MARKS DRILLING $ 74,377.51 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 120,267.00 161.6981% 3 61-0725598 HINKLE CONTRACTING COMPANY LLC $ 264,197.25 355.2112% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 1023035 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1584805 |( 2 ) 62-1345425 |( 3 ) 61-0725598 |MARKS DRILLING |BILCO CONSTRUCTION CO., INC. |HINKLE CONTRACTING COMPANY LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 50275.00000 50275.00| 84600.00000 84600.00| 27500.00000 27500.00 MOBILIZATION | | | 0010 207001-001 40.000 CY | 30.00000 1200.00| 10.00000 400.00| 147.75000 5910.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 22.000 CY | 50.00000 1100.00| 60.00000 1320.00| 400.00000 8800.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.010 MI | 1.00000 0.01| 12000.00000 120.00| 595000.00000 5950.00 SHOULDER AND DITCH | | | 0025 607001-001 62.500 LF | 30.00000 1875.00| 42.00000 2625.00| 85.50000 5343.75 TYPE 1 GUARDRAIL, CLASS III | | | 0030 607037-001 2.000 EA | 35.00000 70.00| 50.00000 100.00| 373.00000 746.00 BUFFER END SECTION | | | 0035 614001-003 300.000 LF | 50.00000 15000.00| 40.00000 12000.00| 540.00000 162000.00 HP10X42 STEEL PILE 50 KSI | | | 0040 614003-001 250.000 SF | 10.00000 2500.00| 14.00000 3500.00| 58.50000 14625.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0045 636011-001 2540.000 UN | 0.50000 1270.00| 0.80000 2032.00| 2.25000 5715.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 250.000 HR | 0.01000 2.50| 51.00000 12750.00| 80.00000 20000.00 FLAGGER | | | 0055 636025-001 25.000 DA | 2.00000 50.00| 4.00000 100.00| 65.00000 1625.00 WARNING LIGHTS, TYPE B | | | 0060 642012-001 70.000 LF | 0.50000 35.00| 2.00000 140.00| 50.75000 3552.50 SILT FENCE | | | 0065 307005-001 AA1 20.000 TN | 50.00000 1000.00| 29.00000 580.00| 121.50000 2430.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0070 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 74,377.51| $ 120,267.00| $ 264,197.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 74,377.51| $ 120,267.00| $ 264,197.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 1023688 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : LITTLE HUFF CREEK ROAD SLIP PROJECT(S) : E355-0008/00-007.70 00 FEMA 1918 000 000 LOCATION: 7.70 MILES - 7.72 MILES EAST OF JCT. US 19 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 77,430.50 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 84,341.00 108.9248% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 96,064.00 124.0648% 4 61-1584805 MARKS DRILLING $ 129,256.22 166.9319% 5 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 137,702.50 177.8401% 6 61-0725598 HINKLE CONTRACTING COMPANY LLC $ 354,048.00 457.2462% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 1023688 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 31-4444098 |( 3 ) 62-1345425 |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| 43800.00000 43800.00 MOBILIZATION | | | 0010 207001-001 34.000 CY | 10.00000 340.00| 25.00000 850.00| 10.00000 340.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 35.000 CY | 70.00000 2450.00| 80.00000 2800.00| 79.00000 2765.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.020 MI | 10000.00000 200.00| 10000.00000 200.00| 10000.00000 200.00 SHOULDER AND DITCH | | | 0025 607001-001 87.500 LF | 35.00000 3062.50| 30.00000 2625.00| 26.00000 2275.00 TYPE 1 GUARDRAIL, CLASS III | | | 0030 607066-001 2.000 EA | 2000.00000 4000.00| 2100.00000 4200.00| 1900.00000 3800.00 TANGENT END TERMINAL | | | 0035 614001-003 600.000 LF | 70.00000 42000.00| 56.00000 33600.00| 35.00000 21000.00 HP10X42 STEEL PILE 50 KSI | | | 0040 614003-001 304.000 SF | 14.00000 4256.00| 41.00000 12464.00| 28.00000 8512.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0045 636011-001 2780.000 UN | 0.50000 1390.00| 1.00000 2780.00| 0.80000 2224.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 320.000 HR | 40.00000 12800.00| 42.00000 13440.00| 32.00000 10240.00 FLAGGER | | | 0055 636025-001 32.000 DA | 1.00000 32.00| 1.00000 32.00| 4.00000 128.00 WARNING LIGHTS, TYPE B | | | 0060 642012-001 100.000 LF | 1.00000 100.00| 1.50000 150.00| 2.00000 200.00 SILT FENCE | | | 0065 307005-001 AA1 20.000 TN | 40.00000 800.00| 60.00000 1200.00| 29.00000 580.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0070 307005-002 AA2 149.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 77,430.50| $ 84,341.00| $ 96,064.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 77,430.50| $ 84,341.00| $ 96,064.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 1023688 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0743840 |( 6 ) 61-0725598 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |HINKLE CONTRACTING COMPANY LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 72200.00000 72200.00| 20000.00000 20000.00| 28750.00000 28750.00 MOBILIZATION | | | 0010 207001-001 34.000 CY | 50.00000 1700.00| 100.00000 3400.00| 300.00000 10200.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 35.000 CY | 50.00000 1750.00| 100.00000 3500.00| 270.00000 9450.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.020 MI | 1.00000 0.02| 1000.00000 20.00| 300000.00000 6000.00 SHOULDER AND DITCH | | | 0025 607001-001 87.500 LF | 26.00000 2275.00| 35.00000 3062.50| 40.00000 3500.00 TYPE 1 GUARDRAIL, CLASS III | | | 0030 607066-001 2.000 EA | 1892.00000 3784.00| 2000.00000 4000.00| 2750.00000 5500.00 TANGENT END TERMINAL | | | 0035 614001-003 600.000 LF | 70.00000 42000.00| 120.00000 72000.00| 400.00000 240000.00 HP10X42 STEEL PILE 50 KSI | | | 0040 614003-001 304.000 SF | 10.00000 3040.00| 20.00000 6080.00| 57.25000 17404.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0045 636011-001 2780.000 UN | 0.50000 1390.00| 2.00000 5560.00| 2.30000 6394.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 320.000 HR | 0.01000 3.20| 50.00000 16000.00| 57.50000 18400.00 FLAGGER | | | 0055 636025-001 32.000 DA | 2.00000 64.00| 2.50000 80.00| 70.00000 2240.00 WARNING LIGHTS, TYPE B | | | 0060 642012-001 100.000 LF | 0.50000 50.00| 20.00000 2000.00| 29.50000 2950.00 SILT FENCE | | | 0065 307005-001 AA1 20.000 TN | 50.00000 1000.00| 100.00000 2000.00| 163.00000 3260.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0070 307005-002 AA2 149.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 129,256.22| $ 137,702.50| $ 354,048.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 129,256.22| $ 137,702.50| $ 354,048.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 1023693 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : LITTLE HUFF CREEK SLIP #2 PROJECT(S) : E355-0008/00-010.91 00 FEMA 1918 000 000 LOCATION: 0.32 MILE - 0.35 MILE WEST OF JCT. CO 14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 196,808.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 274,103.00 139.2740% 3 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 279,477.00 142.0045% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 349,000.00 177.3297% 5 61-1584805 MARKS DRILLING $ 376,590.13 191.3485% 6 61-0725598 HINKLE CONTRACTING COMPANY LLC $ 617,805.00 313.9117% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 1023693 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 55-0753963 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MERIDIAN COMMUNICATIONS & CON LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 20000.00000 20000.00| 183800.00000 183800.00| 31000.00000 31000.00 MOBILIZATION | | | 0010 207001-001 90.000 CY | 25.00000 2250.00| 10.00000 900.00| 24.00000 2160.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 180.000 CY | 80.00000 14400.00| 37.00000 6660.00| 49.00000 8820.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.030 MI | 20000.00000 600.00| 12000.00000 360.00| 10000.00000 300.00 SHOULDER AND DITCH | | | 0025 408002-001 8.000 GA | 15.00000 120.00| 10.00000 80.00| 18.00000 144.00 BITUMINOUS MATERIAL | | | 0030 601002-001 8.000 CY | 200.00000 1600.00| 190.00000 1520.00| 325.00000 2600.00 CLASS B CONCRETE | | | 0035 604001-016 25.000 LF | 65.00000 1625.00| 75.00000 1875.00| 80.00000 2000.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 607001-001 162.500 LF | 26.50000 4306.25| 26.00000 4225.00| 22.00000 3575.00 TYPE 1 GUARDRAIL, CLASS III | | | 0045 607037-001 2.000 EA | 40.00000 80.00| 40.00000 80.00| 3000.00000 6000.00 BUFFER END SECTION | | | 0050 614001-003 1170.000 LF | 71.00000 83070.00| 25.00000 29250.00| 141.00000 164970.00 HP10X42 STEEL PILE 50 KSI | | | 0055 614003-001 970.000 SF | 27.50000 26675.00| 14.00000 13580.00| 23.00000 22310.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0060 636011-001 2540.000 UN | 1.00000 2540.00| 0.80000 2032.00| 2.00000 5080.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 460.000 HR | 42.00000 19320.00| 30.00000 13800.00| 35.00000 16100.00 FLAGGER | | | 0070 636025-001 46.000 DA | 1.00000 46.00| 4.00000 184.00| 2.00000 92.00 WARNING LIGHTS, TYPE B | | | 0075 642012-001 197.000 LF | 1.25000 246.25| 2.00000 394.00| 3.00000 591.00 SILT FENCE | | | 0080 307005-001 AA1 78.000 TN | 60.00000 4680.00| 21.00000 1638.00| 30.00000 2340.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0085 307005-002 AA2 76.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 1023693 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 55-0753963 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MERIDIAN COMMUNICATIONS & CON LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-001 BB1 17.000 TN | 250.00000 4250.00| 225.00000 3825.00| 160.00000 2720.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0095 401001-002 BB2 16.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0100 401001-001 CC1 13.000 TN | 250.00000 3250.00| 225.00000 2925.00| 170.00000 2210.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0105 401001-002 CC2 12.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0110 401002-001 DD1 22.000 TN | 250.00000 5500.00| 225.00000 4950.00| 165.00000 3630.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0115 401002-001 DD2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0120 401007-001 EE1 9.000 TN | 250.00000 2250.00| 225.00000 2025.00| 315.00000 2835.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0125 401007-002 EE2 8.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 196,808.50| $ 274,103.00| $ 279,477.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 196,808.50| $ 274,103.00| $ 279,477.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 1023693 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 61-1584805 |( 6 ) 61-0725598 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |HINKLE CONTRACTING COMPANY LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 72821.00000 72821.00| 200000.00000 200000.00| 32550.00000 32550.00 MOBILIZATION | | | 0010 207001-001 90.000 CY | 100.00000 9000.00| 50.00000 4500.00| 145.00000 13050.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 180.000 CY | 100.00000 18000.00| 50.00000 9000.00| 150.00000 27000.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.030 MI | 1000.00000 30.00| 1.00000 0.03| 181000.00000 5430.00 SHOULDER AND DITCH | | | 0025 408002-001 8.000 GA | 20.00000 160.00| 10.00000 80.00| 390.00000 3120.00 BITUMINOUS MATERIAL | | | 0030 601002-001 8.000 CY | 200.00000 1600.00| 150.00000 1200.00| 775.00000 6200.00 CLASS B CONCRETE | | | 0035 604001-016 25.000 LF | 100.00000 2500.00| 75.00000 1875.00| 345.00000 8625.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 607001-001 162.500 LF | 40.00000 6500.00| 24.00000 3900.00| 44.00000 7150.00 TYPE 1 GUARDRAIL, CLASS III | | | 0045 607037-001 2.000 EA | 200.00000 400.00| 35.00000 70.00| 297.00000 594.00 BUFFER END SECTION | | | 0050 614001-003 1170.000 LF | 130.00000 152100.00| 110.00000 128700.00| 350.00000 409500.00 HP10X42 STEEL PILE 50 KSI | | | 0055 614003-001 970.000 SF | 20.00000 19400.00| 10.00000 9700.00| 40.00000 38800.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0060 636011-001 2540.000 UN | 2.00000 5080.00| 0.50000 1270.00| 2.50000 6350.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 460.000 HR | 50.00000 23000.00| 0.01000 4.60| 58.00000 26680.00 FLAGGER | | | 0070 636025-001 46.000 DA | 1.50000 69.00| 2.00000 92.00| 50.00000 2300.00 WARNING LIGHTS, TYPE B | | | 0075 642012-001 197.000 LF | 20.00000 3940.00| 0.50000 98.50| 16.00000 3152.00 SILT FENCE | | | 0080 307005-001 AA1 78.000 TN | 100.00000 7800.00| 50.00000 3900.00| 73.00000 5694.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0085 307005-002 AA2 76.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 1023693 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 61-1584805 |( 6 ) 61-0725598 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |HINKLE CONTRACTING COMPANY LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-001 BB1 17.000 TN | 400.00000 6800.00| 200.00000 3400.00| 345.00000 5865.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0095 401001-002 BB2 16.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0100 401001-001 CC1 13.000 TN | 500.00000 6500.00| 200.00000 2600.00| 370.00000 4810.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0105 401001-002 CC2 12.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0110 401002-001 DD1 22.000 TN | 400.00000 8800.00| 200.00000 4400.00| 315.00000 6930.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0115 401002-001 DD2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0120 401007-001 EE1 9.000 TN | 500.00000 4500.00| 200.00000 1800.00| 445.00000 4005.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0125 401007-002 EE2 8.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 349,000.00| $ 376,590.13| $ 617,805.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,000.00| $ 376,590.13| $ 617,805.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 1023036 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 CONTRACT DESCRIPTION : STEPHENSON - KEYSTONE SLIP PROJECT(S) : E355-0016/02-007.14 00 00ER 0610 001 D00 LOCATION: 0.16 MI - 0.15 MI S OF JCT. CO 16/10 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 120,588.50 100.0000% 2 61-1584805 MARKS DRILLING $ 129,421.81 107.3252% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 129,676.00 107.5360% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 1023036 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 61-1584805 |( 3 ) 62-1345425 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 38800.00000 38800.00| 100000.00000 100000.00| 97000.00000 97000.00 MOBILIZATION | | | 0010 207001-001 36.000 CY | 100.00000 3600.00| 50.00000 1800.00| 10.00000 360.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 20.000 CY | 100.00000 2000.00| 50.00000 1000.00| 65.00000 1300.00 SELECT MATERIAL FOR BACKFILLING GABION | | | 0020 229001-000 0.010 MI | 2000.00000 20.00| 1.00000 0.01| 20000.00000 200.00 SHOULDER AND DITCH | | | 0025 408002-001 3.000 GA | 20.00000 60.00| 10.00000 30.00| 10.00000 30.00 BITUMINOUS MATERIAL | | | 0030 607001-001 50.000 LF | 80.00000 4000.00| 75.00000 3750.00| 52.00000 2600.00 TYPE 1 GUARDRAIL, CLASS III | | | 0035 607037-001 2.000 EA | 2000.00000 4000.00| 35.00000 70.00| 80.00000 160.00 BUFFER END SECTION | | | 0040 614001-003 220.000 LF | 120.00000 26400.00| 60.00000 13200.00| 22.00000 4840.00 HP10X42 STEEL PILE 50 KSI | | | 0045 614003-001 320.000 SF | 20.00000 6400.00| 10.00000 3200.00| 12.00000 3840.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0050 636011-001 2540.000 UN | 2.00000 5080.00| 0.50000 1270.00| 0.80000 2032.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 380.000 HR | 50.00000 19000.00| 0.01000 3.80| 29.00000 11020.00 FLAGGER | | | 0060 636025-001 19.000 DA | 1.50000 28.50| 2.00000 38.00| 6.00000 114.00 WARNING LIGHTS, TYPE B | | | 0065 642012-001 60.000 LF | 20.00000 1200.00| 1.00000 60.00| 2.00000 120.00 SILT FENCE | | | 0070 307005-001 AA1 18.000 TN | 100.00000 1800.00| 50.00000 900.00| 20.00000 360.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0075 307005-002 AA2 16.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0080 401001-001 BB1 5.000 TN | 400.00000 2000.00| 200.00000 1000.00| 300.00000 1500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0085 401001-002 BB2 5.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 1023036 COUNTIES : WYOMING LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 61-1584805 |( 3 ) 62-1345425 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-001 CC1 3.000 TN | 500.00000 1500.00| 200.00000 600.00| 300.00000 900.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0095 401001-002 CC2 3.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0100 401007-001 DD1 3.000 TN | 500.00000 1500.00| 300.00000 900.00| 300.00000 900.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0105 401007-002 DD2 3.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0110 402001-001 EE1 8.000 TN | 400.00000 3200.00| 200.00000 1600.00| 300.00000 2400.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0115 402001-002 EE2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 120,588.50| $ 129,421.81| $ 129,676.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 120,588.50| $ 129,421.81| $ 129,676.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 1021699 COUNTIES : MINERAL JEFFERSON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 05 HARDY OTHERS CONTRACT DESCRIPTION : DISTRICT-WIDE GUARDRAIL INSTALL OR REPLACE PROJECT(S) : R085-0REM/GR-011.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 489,843.64 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 701,805.91 143.2714% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 1021699 COUNTIES : MINERAL JEFFERSON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 05 HARDY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 25-1000923 |( ) |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 204002-000 1136.000 MI | 25.00000 28400.00| 25.00000 28400.00| MOBILIZATION, PER COUNTY | | | 0010 204003-000 12.000 EA | 800.00000 9600.00| 1500.00000 18000.00| MOBILIZATION, PER EMERGENCY (36 HOUR | | | MOBILIZATION) | | | 0015 204003-000 4.000 EA | 750.00000 3000.00| 1500.00000 6000.00| MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 8863.000 LF | 16.50000 146239.50| 17.00000 150671.00| TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 963.000 LF | 11.30000 10881.90| 12.00000 11556.00| TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 1113.000 LF | 11.25000 12521.25| 12.00000 13356.00| TYPE 1 GUARDRAIL, CLASS III | | | 0035 607001-001 100.000 LF | 18.00000 1800.00| 23.50000 2350.00| TYPE 1 GUARDRAIL, CLASS IV | | | 0040 607001-001 100.000 LF | 18.25000 1825.00| 25.00000 2500.00| TYPE 1 GUARDRAIL, CLASS V | | | 0045 607001-002 37.500 LF | 25.00000 937.50| 28.00000 1050.00| TYPE 1 GUARDRAIL AT BRIDGE, CLASS I | | | 0050 607005-001 87.500 LF | 25.00000 2187.50| 30.00000 2625.00| TYPE 5 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 400.00000 1600.00| 850.00000 3400.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607007-001 4.000 EA | 300.00000 1200.00| 850.00000 3400.00| W-BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 607009-001 606.250 LF | 7.00000 4243.75| 7.25000 4395.31| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607009-010 100.000 LF | 9.00000 900.00| 10.00000 1000.00| TYPE 5 GUARDRAIL REMOVED AND RESET | | | 0075 607010-001 150.000 LF | 1.50000 225.00| 2.00000 300.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0080 607010-010 100.000 LF | 3.00000 300.00| 4.00000 400.00| TYPE 5 GUARDRAIL REMOVED AND STORED | | | 0085 607012-001 1325.000 LF | 12.70000 16827.50| 11.50000 15237.50| TYPE 1 GUARDRAIL WITHOUT BLOCKS AND 8 | | | FT POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 1021699 COUNTIES : MINERAL JEFFERSON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 05 HARDY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 25-1000923 |( ) |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607012-002 2775.000 LF | 14.75000 40931.25| 12.25000 33993.75| TYPE 1 GUARDRAIL WITH BLOCKS AND 8 FT | | | POST | | | 0095 607025-001 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| CUT SLOPE TERMINAL, TYPE A | | | 0100 607025-001 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| CUT SLOPE TERMINAL, TYPE B | | | 0105 607028-001 10.000 EA | 1.00000 10.00| 50.00000 500.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | BUFFERED END SECTION | | | 0110 607029-001 20.000 EA | 1.00000 20.00| 1.00000 20.00| BCT-11 IN RADIUS RETURN SECTION | | | 0115 607030-001 5.000 EA | 500.00000 2500.00| 495.00000 2475.00| SPECIAL TRAILING END TERMINAL | | | 0120 607032-001 10.000 EA | 300.00000 3000.00| 400.00000 4000.00| SPECIAL APPROACH MEDIAN END TERMINAL | | | 0125 607035-001 224.000 EA | 150.00000 33600.00| 200.00000 44800.00| GUARDRAIL ELEMENT | | | 0130 607036-001 10.000 EA | 20.00000 200.00| 50.00000 500.00| GUARDRAIL END SHOE | | | 0135 607037-001 41.000 EA | 80.00000 3280.00| 50.00000 2050.00| BUFFER END SECTION | | | 0140 607038-001 4.000 EA | 1.00000 4.00| 20.00000 80.00| STEEL GUARDRAIL BLOCK | | | 0145 607039-001 1.000 EA | 4.25000 4.25| 10.00000 10.00| 6X6X14 IN TREATED WOOD BLOCK | | | 0150 607040-001 11.000 EA | 5.00000 55.00| 10.00000 110.00| 8X6X14 IN TREATED WOOD BLOCK | | | 0155 607040-002 36.000 EA | 5.00000 180.00| 10.00000 360.00| 8 IN BLOCKOUT PLASTIC | | | 0160 607041-001 3.000 EA | 150.00000 450.00| 200.00000 600.00| 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0165 607042-001 64.000 EA | 40.00000 2560.00| 50.00000 3200.00| 6 FT STEEL POST | | | 0170 607043-001 200.000 EA | 40.50000 8100.00| 55.00000 11000.00| 8 FT STEEL POST | | | 0175 607044-001 2.000 EA | 5.00000 10.00| 35.00000 70.00| 6X8X72 IN TREATED WOOD POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 1021699 COUNTIES : MINERAL JEFFERSON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 05 HARDY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 25-1000923 |( ) |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 607045-001 7.000 EA | 100.00000 700.00| 50.00000 350.00| 5.5X7.5X44 IN TREATED WOOD POST | | | 0185 607046-001 4.000 EA | 30.00000 120.00| 50.00000 200.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0190 607046-002 10.000 EA | 40.00000 400.00| 55.00000 550.00| 7 IN ROUND X 8 FT TREATED WOOD POST | | | 0195 607047-001 35.000 EA | 0.01000 0.35| 0.01000 0.35| 10X10X72 IN TREATED WOOD POST | | | 0200 607048-001 2.000 EA | 100.00000 200.00| 150.00000 300.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0205 607048-002 3.000 EA | 85.00000 255.00| 100.00000 300.00| BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0210 607056-001 2200.000 LF | 4.50000 9900.00| 5.00000 11000.00| GUARDRAIL INSTALLATION ONLY, CLASS 1 | | | 0215 607065-001 18.000 EA | 1600.00000 28800.00| 1600.00000 28800.00| FLARED END TERMINAL | | | 0220 607066-001 7.000 EA | 1600.00000 11200.00| 1800.00000 12600.00| TANGENT END TERMINAL | | | 0225 607067-001 3.000 EA | 1400.00000 4200.00| 2000.00000 6000.00| DOUBLE FACED END TERMINAL | | | 0230 607070-001 5000.000 LF | 0.01000 50.00| 15.00000 75000.00| CABLE GUARDRAIL | | | 0235 607070-101 6.000 EA | 0.01000 0.06| 125.00000 750.00| SPRING CABLE END ASSEMBLY . | | | 0240 607070-102 6.000 EA | 0.01000 0.06| 100.00000 600.00| TURNBUCKLE CABLE END ASSEMBLY . | | | 0245 607070-103 2000.000 LF | 0.01000 20.00| 2.25000 4500.00| 3/4 INCH CABLE . | | | 0250 607070-104 1.000 EA | 0.01000 0.01| 50.00000 50.00| CABLE SPLICE . | | | 0255 607070-105 6.000 EA | 0.01000 0.06| 25.00000 150.00| DRIVEWAY END POST CAP . | | | 0260 607070-106 6.000 EA | 0.01000 0.06| 65.00000 390.00| END POST CAP . | | | 0265 607070-107 102.000 EA | 0.01000 1.02| 150.00000 15300.00| 5 FT 10 INCH CABLE GUARDRAIL POST . | | | 0270 607070-107 20.000 EA | 0.01000 0.20| 150.00000 3000.00| 5 FT 10 INCH CABLE GUARDRAIL POST MOD. | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/20/10 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 1021699 COUNTIES : MINERAL JEFFERSON LETTING DATE : 11/16/10 10:00A.M. DISTRICT : 05 HARDY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 25-1000923 |( ) |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 607070-108 396.000 EA | 0.01000 3.96| 12.00000 4752.00| HOOK BOLTS FOR POSTS . | | | 0280 607070-109 14.000 EA | 0.01000 0.14| 100.00000 1400.00| CABLE TENSIONING . | | | 0285 607070-110 5.000 EA | 0.01000 0.05| 40.00000 200.00| END POST BEARING PLATE | | | 0290 607070-111 25.000 EA | 0.01000 0.25| 40.00000 1000.00| DOUBLE SIDED REFLECTOR UNIT, COMPLETE . | | | 0295 607071-001 2000.000 LF | 0.01000 20.00| 15.00000 30000.00| DOUBLE FACED CABLE GUARDRAIL | | | 0300 607072-001 2.000 EA | 0.01000 0.02| 2500.00000 5000.00| CABLE GUARDRAIL ANCHOR UNIT | | | 0305 607081-001 4.000 EA | 2000.00000 8000.00| 2000.00000 8000.00| TANGENT END TERMINAL REPAIR, SKT 350 | | | 0310 607081-002 4.000 EA | 4000.00000 16000.00| 4500.00000 18000.00| TANGENT END TERMINAL REPAIR, ET-2000 | | | 0315 607082-001 4.000 EA | 2000.00000 8000.00| 2200.00000 8800.00| FLARED END TERMINAL REPAIR, FLEAT 350 | | | 0320 607082-002 4.000 EA | 4000.00000 16000.00| 4500.00000 18000.00| FLARED END TERMINAL REPAIR, SRT-350 | | | 0325 607082-003 4.000 EA | 1.00000 4.00| 1.00000 4.00| FLARED END TERMINAL REPAIR, REGENT | | | 0330 607083-001 5.000 EA | 75.00000 375.00| 100.00000 500.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | REPAIR | | | 0335 636027-001 153.000 SI | 300.00000 45900.00| 300.00000 45900.00| TRAFFIC CONTROL, | | | 0340 636027-001 100.000 SI | 1.00000 100.00| 300.00000 30000.00| TRAFFIC CONTROL, MEDIAN GUARDRAIL REPAI | | | SECTION TOTALS | $ 489,843.64| $ 701,805.91| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 489,843.64| $ 701,805.91| $ ====================================================================================================================================