E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/06/06 PAGE : E95 -1 TABULATION OF BIDS CALL ORDER : E95 CONTRACT ID : CM707BRE39591 COUNTIES : ALBEMARLE LETTING DATE : 08/28/06 2:00PM DISTRICT : 07 CONTRACT TIME : 04/15/07 COMPLETION DATE PROJECT(S) : 0601-002-6261, SR01 FED # NONE CONTRACT DESCRIPTION: EMERGENCY BRIDGE REPAIR RTE. 601 (OLD IVY ROAD) OVER RTE. 29/250 BYPASS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 W.H.P. BURLEIGH, INC. $ 418,530.00 100.0000% 2 F440 FAIRFIELD-ECHOLS, LLC $ 499,976.00 119.4600% ==================================================================================================================================== |( 1 ) W210 |( 2 ) F440 |( ) |W.H.P. BURLEIGH, INC. |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 32000.00000 32000.00| 42000.00000 42000.00| MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| CONSTRUCTION SURVEYING | | | 0030 68011 170.000 LF | 140.00000 23800.00| 200.00000 34000.00| NS PARAPET PARAPET / CURB, CONCRETE | | | 0040 68040 49.000 CY | 1200.00000 58800.00| 2000.00000 98000.00| CONCRETE CLASS A4 | | | 0050 68090 448.000 SY | 10.00000 4480.00| 12.00000 5376.00| BRIDGE DECK GROOVING | | | 0060 68105 10520.000 LB | 1.25000 13150.00| 1.25000 13150.00| EPOXY COATED REINF. STEEL | | | 0070 68107 28010.000 LS | 100000.00000 100000.00| 90000.00000 90000.00| STR.STEEL PLATE GIRDER ASTM A709 GR. 50 | | | 0080 68322 10.000 SY | 320.00000 3200.00| 375.00000 3750.00| TYPE B PATCHING (HES) | | | 0090 68476 LUMP| 500.00000 500.00| 8000.00000 8000.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION (STR. NO. 6261) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/06/06 PAGE : E95 -2 TABULATION OF BIDS CALL ORDER : E95 CONTRACT ID : CM707BRE39591 COUNTIES : ALBEMARLE LETTING DATE : 08/28/06 2:00PM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) F440 |( ) |W.H.P. BURLEIGH, INC. |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 68492 LUMP| 500.00000 500.00| 4000.00000 4000.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | (STR. NO. 6261, TYPE B) | | | 0110 68573 48.000 LF | 400.00000 19200.00| 200.00000 9600.00| EXPANSION JOINT RECONSTRUCTION (HES) | | | 0120 68900 LUMP| 63000.00000 63000.00| 59300.00000 59300.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6261 | | | 0130 68902 58.000 LF | 50.00000 2900.00| 100.00000 5800.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOMERIC JT. | | | SEALER MOD. 1 5/8" | | | 0140 68908 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REMOVE AND RE-INSTALL | | | ALUMUNUM RAIL/POST | | | 0150 69905 4.000 EA | 2000.00000 8000.00| 1500.00000 6000.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR MODIFY BEARING SEAT | | | 0160 85011 LUMP| 35000.00000 35000.00| 59000.00000 59000.00| NS MAINTENANCE OF TRAFFIC | | | 0170 85011 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| NS REMOVE AND RE-INSTALL EXIST. | | | GUARDRAIL | | | 0180 85011 LUMP| 36000.00000 36000.00| 40000.00000 40000.00| NS REMOVE AND REPLACE APPROACH ASPHALT | | | CONC | | | SECTION TOTALS | $ 418,530.00| $ 499,976.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,530.00| $ 499,976.00| $ ====================================================================================================================================