1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0402741 COUNTIES : KANAWHA LETTING DATE : 02/03/04 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : EMMONS TO BROUNLAND ROAD PROJECT(S) : E320-0018/00-S11.03 00 FEMA 1500 000 LOCATION: 2.31 MI N BOONE CO LINE - 0.37 MI S C0 11/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 280,790.00 100.0000% 2 56-0694573 PHILLIPS AND JORDAN, INCORPORATED $ 592,649.65 211.0650% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 620,920.00 221.1332% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 753,550.00 268.3678% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0402741 COUNTIES : KANAWHA LETTING DATE : 02/03/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 34-1632350 |(2) 56-0694573 |(3) 55-0417282 |PAUL C. BALCAR, DBA B.B.R. D|PHILLIPS AND JORDAN, INC. |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 204001-000 LUMP| 7500.00000 7500.00| 23750.00000 23750.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 607001-001 100.000 LF | 20.00000 2000.00| 22.74000 2274.00| 22.00000 2200.00 TYPE 1 GUARDRAIL, CLASS III | | | 0015 607009-001 225.000 LF | 5.00000 1125.00| 11.00000 2475.00| 12.00000 2700.00 TYPE 1 GUARDRAIL REMOVED AND RESET III | | | 0020 614001-003 984.000 LF | 48.00000 47232.00| 104.15000 102483.60| 105.00000 103320.00 HP10X42 STEEL PILE | | | 0025 614001-004 1665.000 LF | 52.00000 86580.00| 112.85000 187895.25| 110.00000 183150.00 HP10X57 STEEL PILE | | | 0030 614001-006 1694.000 LF | 51.00000 86394.00| 116.20000 196842.80| 107.50000 182105.00 HP12X53 STEEL PILE | | | 0035 614004-001 3080.000 SF | 7.50000 23100.00| 7.80000 24024.00| 20.00000 61600.00 TIMBER LAGGING | | | 0040 636011-001 4320.000 UN | 0.50000 2160.00| 1.65000 7128.00| 1.00000 4320.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 300.000 HR | 40.00000 12000.00| 63.80000 19140.00| 45.00000 13500.00 FLAGGER | | | 0050 636022-001 40.000 DA | 100.00000 4000.00| 84.20000 3368.00| 500.00000 20000.00 CHANGAEBLE MESSAGE SIGN | | | 0055 639001-001 LUMP| 1000.00000 1000.00| 9200.00000 9200.00| 2750.00000 2750.00 CONSTRUCTION LAYOUT STAKE | | | 0060 642012-001 715.000 LF | 1.00000 715.00| 8.00000 5720.00| 5.00000 3575.00 SILT FENCE | | | 0065 652003-001 26.000 LB | 25.00000 650.00| 32.50000 845.00| 30.00000 780.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0070 652004-001 0.650 TN | 800.00000 520.00| 2600.00000 1690.00| 1500.00000 975.00 STRAW OR HAY MULCH | | | 0075 307005-001 AA1 153.000 TN | 38.00000 5814.00| 38.00000 5814.00| 65.00000 9945.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0080 307005-002 AA2 139.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | SECTION TOTALS | $ 280,790.00| $ 592,649.65| $ 620,920.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 280,790.00| $ 592,649.65| $ 620,920.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0402741 COUNTIES : KANAWHA LETTING DATE : 02/03/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 204001-000 LUMP| 30000.00000 30000.00| | MOBILIZATION | | | 0010 607001-001 100.000 LF | 22.00000 2200.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0015 607009-001 225.000 LF | 13.00000 2925.00| | TYPE 1 GUARDRAIL REMOVED AND RESET III | | | 0020 614001-003 984.000 LF | 140.00000 137760.00| | HP10X42 STEEL PILE | | | 0025 614001-004 1665.000 LF | 156.00000 259740.00| | HP10X57 STEEL PILE | | | 0030 614001-006 1694.000 LF | 141.00000 238854.00| | HP12X53 STEEL PILE | | | 0035 614004-001 3080.000 SF | 7.00000 21560.00| | TIMBER LAGGING | | | 0040 636011-001 4320.000 UN | 0.75000 3240.00| | TRAFFIC CONTROL DEVICE | | | 0045 636014-001 300.000 HR | 40.00000 12000.00| | FLAGGER | | | 0050 636022-001 40.000 DA | 100.00000 4000.00| | CHANGAEBLE MESSAGE SIGN | | | 0055 639001-001 LUMP| 30000.00000 30000.00| | CONSTRUCTION LAYOUT STAKE | | | 0060 642012-001 715.000 LF | 3.00000 2145.00| | SILT FENCE | | | 0065 652003-001 26.000 LB | 20.00000 520.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0070 652004-001 0.650 TN | 1000.00000 650.00| | STRAW OR HAY MULCH | | | 0075 307005-001 AA1 153.000 TN | 52.00000 7956.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0080 307005-002 AA2 139.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | SECTION TOTALS | $ 753,550.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 753,550.00| | ====================================================================================================================================