WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 04/23/12 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 1135599R2 COUNTIES : WOOD LETTING DATE : 04/13/12 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : DMV FACILITY AT LUBECK ROAD PROJECT(S) : G054-0DMV/PB-000.00 00 LOCATION: FORMER F.O.E. SITE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1539132 GRAE-CON CONSTRUCTION, INC. $ 2,694,043.29 100.0000% 2 55-0453441 JARVIS, DOWNING & EMCH, INC & SEABRIGHT CONSTRUCTION COMPANY $ 2,744,311.95 101.8659% 3 55-0783089 PARAMOUNT BUILDERS LLC $ 3,531,402.38 131.0819% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 04/23/12 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1135599R2 COUNTIES : WOOD LETTING DATE : 04/13/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1539132 |( 2 ) 55-0453441 |( 3 ) 55-0783089 |GRAE-CON CONSTRUCTION, INC. |JARVIS, DOWNING & EMCH, INC. |PARAMOUNT BUILDERS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SITE DEVELOPMENT CONSTRUCT BUILDING K000 | | | 0005 201001-000 1.000 LS | 24750.00000 24750.00| 10497.32000 10497.32| 22681.00000 22681.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5500.00000 5500.00| 16851.22000 16851.22| 126684.00000 126684.00 MOBILIZATION | | | 0015 207001-001 7360.000 CY | 12.10000 89056.00| 10.79000 79414.40| 11.54000 84934.40 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1344.000 CY | 63.80000 85747.20| 67.42000 90612.48| 77.39000 104012.16 SUBGRADE | | | 0025 207034-000 7606.000 SY | 1.38000 10496.28| 1.39000 10572.34| 2.16000 16428.96 FABRIC FOR SEPARATION | | | 0030 307001-000 1901.000 CY | 64.46000 122538.46| 67.42000 128165.42| 77.40000 147137.40 AGGREGATE BASE COURSE, CLASS ONE | | | 0035 415005-001 1362.000 SY | 4.95000 6741.90| 20.65000 28125.30| 29.00000 39498.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 501001-012 46.000 SY | 144.10000 6628.60| 152.29000 7005.34| 104.50000 4807.00 12 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 604009-016 1.000 EA | 495.00000 495.00| 347.57000 347.57| 667.00000 667.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0050 604076-016 55.000 LF | 46.20000 2541.00| 56.19000 3090.45| 86.70000 4768.50 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 605004-001 1.000 EA | 2750.00000 2750.00| 3174.69000 3174.69| 4269.50000 4269.50 TYPE B INLET | | | 0060 605009-001 1.000 EA | 3080.00000 3080.00| 1690.97000 1690.97| 3202.00000 3202.00 TYPE G INLET | | | 0065 608001-006 410.000 LF | 33.83000 13870.30| 40.69000 16682.90| 42.70000 17507.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0070 608004-003 1.000 EA | 1210.00000 1210.00| 348.74000 348.74| 800.50000 800.50 3 FT PEDESTRIAN GATE, CHAIN LINK | | | 0075 608005-001 1.000 EA | 2200.00000 2200.00| 581.24000 581.24| 5337.00000 5337.00 VEHICULAR GATE, CHAIN LINK | | | 0080 608005-010 1.000 EA | 4455.00000 4455.00| 581.24000 581.24| 7791.00000 7791.00 VEHICULAR GATE, ROAD CLOSURE | | | 0085 609001-001 424.000 SY | 59.40000 25185.60| 49.53000 21000.72| 72.00000 30528.00 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 04/23/12 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1135599R2 COUNTIES : WOOD LETTING DATE : 04/13/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1539132 |( 2 ) 55-0453441 |( 3 ) 55-0783089 |GRAE-CON CONSTRUCTION, INC. |JARVIS, DOWNING & EMCH, INC. |PARAMOUNT BUILDERS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 610001-001 588.000 LF | 39.60000 23284.80| 34.15000 20080.20| 48.00000 28224.00 PLAIN CONCRETE CURBING, TYPE I | | | 0095 633003-001 4.000 CY | 165.00000 660.00| 72.17000 288.68| 66.70000 266.80 DUMPED ROCK GUTTER | | | 0100 634003-001 19.000 EA | 93.50000 1776.50| 84.02000 1596.38| 90.00000 1710.00 WHEEL STOPS, PRECAST CONCRETE | | | 0105 637001-001 4.000 MG | 330.00000 1320.00| 210.01000 840.04| 2668.00000 10672.00 WATER FOR DUST PALLIATIVE | | | 0110 639001-001 LUMP | 16159.00000 16159.00| 4209.14000 4209.14| 13391.00000 13391.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642004-001 180.000 LB | 4.76000 856.80| 1.16000 208.80| 6.67000 1200.60 SEED MIXTURE, TEMPORARY | | | 0120 642005-001 1.500 TN | 495.00000 742.50| 2557.48000 3836.22| 1200.80000 1801.20 MULCH, STRAW OR HAY | | | 0125 642012-001 1100.000 LF | 3.08000 3388.00| 2.38000 2618.00| 3.50000 3850.00 SILT FENCE | | | 0130 642031-001 27.000 EA | 110.00000 2970.00| 72.76000 1964.52| 104.05000 2809.35 DITCH CHECK | | | 0135 642040-001 2.000 EA | 660.00000 1320.00| 395.46000 790.92| 667.10000 1334.20 INLET PROTECTION | | | 0140 652001-001 1.200 TN | 55.00000 66.00| 58.13000 69.76| 166.78000 200.14 AGRICULTURAL LIMESTONE | | | 0145 652002-001 0.380 TN | 924.00000 351.12| 5231.21000 1987.86| 800.50000 304.19 FERTILIZER, 10-20-10 | | | 0150 652002-002 0.120 TN | 917.40000 110.09| 5231.25000 627.75| 1134.00000 136.08 FERTILIZER, UREA FORMALDEHYDE | | | 0155 652003-001 50.000 LB | 72.49000 3624.50| 43.01000 2150.50| 20.00000 1000.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0160 655002-001 100.000 SY | 6.60000 660.00| 9.88000 988.00| 5.67000 567.00 PERMANENT EROSION MATTING, TYPE A | | | 0165 657008-001 9.000 LF | 22.00000 198.00| 11.62000 104.58| 233.00000 2097.00 2.00 LB CHANNEL POST | | | 0170 661001-001 6.500 SF | 50.78000 330.07| 23.25000 151.13| 75.00000 487.50 0.080 IN FLAT SHEET SIGN | | | 0175 663001-004 1475.000 LF | 0.55000 811.25| 2.32000 3422.00| 0.50000 737.50 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0180 663001-010 355.000 LF | 8.80000 3124.00| 2.32000 823.60| 0.50000 177.50 EDGE LINE, TYPE V BLUE-4 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 04/23/12 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1135599R2 COUNTIES : WOOD LETTING DATE : 04/13/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1539132 |( 2 ) 55-0453441 |( 3 ) 55-0783089 |GRAE-CON CONSTRUCTION, INC. |JARVIS, DOWNING & EMCH, INC. |PARAMOUNT BUILDERS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 663009-015 4.000 EA | 391.86000 1567.44| 348.75000 1395.00| 35.00000 140.00 HANDICAPPED SYMBOL, TYPE V | | | 0190 670007-008 210.000 LF | 18.76000 3939.60| 18.75000 3937.50| 26.68000 5602.80 1.25 INCH PLASTIC PIPE, CLASS 200 | | | 0195 671001-060 240.000 LF | 15.51000 3722.40| 16.39000 3933.60| 22.68000 5443.20 1 INCH GAS LINE, CTS PE PLASTIC TUBING | | | 0200 672002-001 LUMP | 1990959.44000 1990959.44| 2058513.81000 2058513.81| 2558808.00000 2558808.00 CONSTRUCT BUILDING, DMV REGIONAL OFFICE | | | AND MISC. SITE ITEMS | | | 0205 675007-020 680.000 LF | 31.24000 21243.20| 18.24000 12403.20| 52.00000 35360.00 6 INCH PLASTIC SEWER PIPE | | | 0210 401001-020 AA1 1225.000 TN | 114.40000 140140.00| 111.60000 136710.00| 125.40000 153615.00 MARSHALL HMA BASE CRSE, SG, TY I | | | 0215 401001-021 AA2 1115.000 TN | | | MARSHALL HMA BASE CRSE, S, TY I | | | 0220 402001-020 BB1 538.000 TN | 117.98000 63473.24| 115.09000 61918.42| MARSHALL HMA SKID PVT, SG, TY I | | | 0225 402001-021 BB2 490.000 TN | | | 164.11000 80413.90 MARSHALL HMA SKID PVT, S, TY I | | | SECTION TOTALS | $ 2,694,043.29| $ 2,744,311.95| $ 3,531,402.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,694,043.29| $ 2,744,311.95| $ 3,531,402.38 ====================================================================================================================================