BID TABULATIONS MARCH 28, 2012 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT 417 ST4A-964-F12,P401 E52 (NFO)BR09-029-352,C501,B601 R37 (NFO)0600-099-604,N501; 0600-047-626,N501; 0013-001-625,N501; 0058-145-148,N501 R61 (NFO)BR11-968-122,N501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 220 -1 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : C00098661N01 COUNTIES : CARROLL LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM2T-017-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SECONDARY - CARROLL COUNTY FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 203,664.28 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 245.870 TON | 62.47000 15359.50| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 1875.020 TON | 93.84000 175951.88| | ASPHALT CONCRETE TY. SM-9.5A | | | 0030 24265 LUMP| 5638.94000 5638.94| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 30518.000 LF | 0.22000 6713.96| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 203,664.28| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 203,664.28| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 221 -1 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : C00098662N01 COUNTIES : FLOYD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM2U-031-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SECONDARY - FLOYD COUNTY FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S055 L. H. SAWYER PAVING CO., INC. $ 271,723.13 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 278,427.32 102.4673% ==================================================================================================================================== |( 1 ) S055 |( 2 ) A006 |( ) |L. H. SAWYER PAVING CO., IN |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 518.850 TON | 45.00000 23348.25| 54.80000 28432.98| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 2480.340 TON | 94.36000 234044.88| 88.96000 220651.05| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 24265 LUMP| 6930.00000 6930.00| 21943.29000 21943.29| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 29600.000 LF | 0.25000 7400.00| 0.25000 7400.00| TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 271,723.13| $ 278,427.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 271,723.13| $ 278,427.32| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 222 -1 TABULATION OF BIDS CALL ORDER : 222 CONTRACT ID : C00098663N01 COUNTIES : MONTGOMERY PULASKI LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 GILES CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM2V-060-F12, P401 FED # STP-PM02(322) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 793,668.50 100.0000% ==================================================================================================================================== |( 1 ) A006 |( 2 ) A006 |( ) |ADAMS CONSTRUCTION COMPANY |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1560.420 TON | 50.40000 78645.17| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 7389.710 TON | 91.54000 676454.05| | ASPHALT CONCRETE TY. SM-9.5A | | | 0030 24265 LUMP| 26530.88000 26530.88| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 40128.000 LF | 0.30000 12038.40| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 793,668.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,668.50| $ 278,427.32| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 223 -1 TABULATION OF BIDS CALL ORDER : 223 CONTRACT ID : C00098664N01 COUNTIES : HENRY LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM2W-044-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SECONDARY - HENRY COUNTY FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 284,673.77 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 297,651.49 104.5588% ==================================================================================================================================== |( 1 ) A006 |( 2 ) W048 |( ) |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 575.640 TON | 35.70000 20550.35| 37.50000 21586.50| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 2700.500 TON | 90.35000 243990.18| 93.50000 252496.75| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 24265 LUMP| 9165.00000 9165.00| 12600.00000 12600.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 24076.000 LF | 0.24000 5778.24| 0.24000 5778.24| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54106 384.000 SF | 10.00000 3840.00| 10.00000 3840.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0060 54300 6.000 EA | 225.00000 1350.00| 225.00000 1350.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 284,673.77| $ 297,651.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,673.77| $ 297,651.49| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 224 -1 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : C00098665N01 COUNTIES : FRANKLIN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM2X-033-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SECONDARY - FRANKLIN COUNTY FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 224,619.96 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 227,695.29 101.3691% ==================================================================================================================================== |( 1 ) W048 |( 2 ) A006 |( ) |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 219.410 TON | 37.50000 8227.88| 43.09000 9454.38| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16340 2328.680 TON | 86.00000 200266.48| 85.62000 199381.58| ASPHALT CONCRETE TY. SM-9.5D | | | 0030 24265 LUMP| 8100.00000 8100.00| 9144.13000 9144.13| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 42240.000 LF | 0.19000 8025.60| 0.23000 9715.20| TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 224,619.96| $ 227,695.29| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,619.96| $ 227,695.29| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 225 -1 TABULATION OF BIDS CALL ORDER : 225 CONTRACT ID : C00098666N01 COUNTIES : ROANOKE BOTETOURT LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/13/12 COMPLETION DATE PROJECT(S) : (NFO)PM2Y-080-F12, P401 FED # STP-PM02(337) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 263,730.45 100.0000% 2 S055 L. H. SAWYER PAVING CO., INC. $ 272,341.90 103.2652% ==================================================================================================================================== |( 1 ) A006 |( 2 ) S055 |( ) |ADAMS CONSTRUCTION COMPANY |L. H. SAWYER PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 126.500 TON | 67.03000 8479.30| 28.12000 3557.18| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 1997.720 TON | 93.74000 187266.27| 89.91000 179615.01| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16337 150.000 TON | 136.23000 20434.50| 100.00000 15000.00| ASPH. CONC. TY. SM-9.5ASL (SPOT LEVEL) | | | 0040 16516 5872.530 SY | 3.77000 22139.44| 7.00000 41107.71| FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0050 24265 LUMP| 10245.44000 10245.44| 13500.00000 13500.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 54020 28340.000 LF | 0.34000 9635.60| 0.30000 8502.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54106 480.000 SF | 4.13000 1982.40| 12.00000 5760.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54300 5.000 EA | 346.50000 1732.50| 220.00000 1100.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 225 -2 TABULATION OF BIDS CALL ORDER : 225 CONTRACT ID : C00098666N01 COUNTIES : ROANOKE BOTETOURT LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) S055 |( ) |ADAMS CONSTRUCTION COMPANY |L. H. SAWYER PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54401 3.000 EA | 605.00000 1815.00| 1400.00000 4200.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 263,730.45| $ 272,341.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,730.45| $ 272,341.90| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 226 -1 TABULATION OF BIDS CALL ORDER : 226 CONTRACT ID : C00098667N01 COUNTIES : BEDFORD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM2Z-009-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SECONDARY - BEDFORD COUNTY FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T006 TEMPLETON PAVING, LLC $ 240,607.10 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 242,834.35 100.9257% ==================================================================================================================================== |( 1 ) T006 |( 2 ) A006 |( ) |TEMPLETON PAVING, LLC |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 272.000 TON | 37.25000 10132.00| 37.03000 10072.16| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 2720.080 TON | 78.75000 214206.30| 79.95000 217470.40| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 24265 LUMP| 4400.00000 4400.00| 3422.99000 3422.99| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 59344.000 LF | 0.20000 11868.80| 0.20000 11868.80| TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 240,607.10| $ 242,834.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 240,607.10| $ 242,834.35| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 408 -1 TABULATION OF BIDS CALL ORDER : 408 CONTRACT ID : CM012SS4B99003 COUNTIES : RICHMOND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS4B-964-F12, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T006 TEMPLETON PAVING, LLC $ 4,718,028.00 100.0000% 2 S026 SLURRY PAVERS, INC. $ 4,765,880.80 101.0143% 3 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 6,036,170.96 127.9384% ==================================================================================================================================== |( 1 ) T006 |( 2 ) S026 |( 3 ) N1019 |TEMPLETON PAVING, LLC |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCTS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16120 1095942.000 SY | 1.76840 1938063.83| 1.85000 2027492.70| 2.05000 2246681.10 EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16161 1098911.000 SY | 1.66410 1828697.80| 1.74500 1917599.70| 2.35000 2582440.85 MODIFIED SINGLE SEAL | | | 0030 16325 3297.000 TON | 133.50000 440149.50| 148.70000 490263.90| 222.00000 731934.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D PATCH | | | 0040 16515 23977.030 SY | 10.60000 254156.52| 7.71000 184862.90| 2.59000 62100.51 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING ABOVE 2"-4" PATCH | | | 0050 24265 LUMP| 172900.00000 172900.00| 60000.00000 60000.00| 295000.00000 295000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 54020 140390.000 LF | 0.19000 26674.10| 0.19000 26674.10| 0.31000 43520.90 TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54042 102.000 LF | 10.50000 1071.00| 11.00000 1122.00| 12.00000 1224.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54105 74520.000 LF | 0.40000 29808.00| 0.40000 29808.00| 0.66000 49183.20 ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 408 -2 TABULATION OF BIDS CALL ORDER : 408 CONTRACT ID : CM012SS4B99003 COUNTIES : RICHMOND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) T006 |( 2 ) S026 |( 3 ) N1019 |TEMPLETON PAVING, LLC |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCTS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54106 613.000 SF | 5.25000 3218.25| 5.50000 3371.50| 4.80000 2942.40 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0100 54300 4.000 EA | 131.25000 525.00| 132.00000 528.00| 240.00000 960.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54401 1.000 EA | 630.00000 630.00| 650.00000 650.00| 1800.00000 1800.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0120 54404 2.000 EA | 315.00000 630.00| 330.00000 660.00| 1800.00000 3600.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 0130 54550 134400.000 LF | 0.16000 21504.00| 0.17000 22848.00| 0.11000 14784.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 4,718,028.00| $ 4,765,880.80| $ 6,036,170.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,718,028.00| $ 4,765,880.80| $ 6,036,170.96 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 418 -1 TABULATION OF BIDS CALL ORDER : 418 CONTRACT ID : CM412LM4B98988 COUNTIES : RICHMOND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)LM4B-964-F12,N501 FED # STP-PM04(372) CONTRACT DESCRIPTION: 2012 LATEX MODIFIED SCHEDULE DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 3,799,211.79 100.0000% ==================================================================================================================================== |( 1 ) S026 |( ) |( ) |SLURRY PAVERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10497 116835.000 LB | 2.05000 239511.75| | NS PAVEMENT PAVEMENT TY A CRACK | | | SEALANT/FILLER | | | 0020 16145 8563.670 TON | 188.22000 1611853.97| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 16325 1107.080 TON | 220.40000 244000.43| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | FLEX. MICROSURFACING TY C | | | 0040 16325 4748.000 TON | 165.00000 783420.00| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D PATCH | | | 0050 16515 35164.800 SY | 5.25000 184615.20| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH (ABOVE 2" - 4") | | | 0060 24265 LUMP| 25000.00000 25000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC . . | | | 0070 54032 499935.000 LF | 0.51000 254966.85| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0080 54034 34332.000 LF | 0.80000 27465.60| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 418 -2 TABULATION OF BIDS CALL ORDER : 418 CONTRACT ID : CM412LM4B98988 COUNTIES : RICHMOND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( ) |( ) |SLURRY PAVERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54037 3290.000 LF | 1.10000 3619.00| | TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0100 54042 1188.000 LF | 11.00000 13068.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54105 525659.000 LF | 0.33000 173467.47| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0120 54106 39820.000 SF | 3.75000 149325.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54300 229.000 EA | 135.00000 30915.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54550 276112.000 LF | 0.21000 57983.52| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 3,799,211.79| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,799,211.79| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 610 -1 TABULATION OF BIDS CALL ORDER : 610 CONTRACT ID : CM012PM6E99437 COUNTIES : CAROLINE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM6E-089-F12, P401 FED # STP-PM06(338) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 5,338,237.29 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 5,458,868.58 102.2598% 3 B850 BRANSCOME INC. $ 5,479,858.72 102.6530% 4 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 6,076,018.56 113.8207% 5 C224 CHEMUNG CONTRACTING CORPORATION $ 6,133,185.34 114.8916% ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B850 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0020 10505 3063.000 TON | 71.00000 217473.00| 73.74000 225865.62| 75.00000 229725.00 NS PAVEMENT PAVEMENT IM-19.0A (PATCHING | | | MATERIAL) | | | 0030 16242 11096.840 TON | 27.00000 299614.68| 30.00000 332905.20| 18.00000 199743.12 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0040 16350 59489.340 TON | 73.00000 4342721.82| 70.00000 4164253.80| 73.00000 4342721.82 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 16515 18565.000 SY | 4.17000 77416.05| 4.50000 83542.50| 2.28000 42328.20 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING MILLING FOR PATCH | | | LOCATIONS | | | 0060 16516 492.800 SY | 15.23000 7505.34| 12.00000 5913.60| 20.00000 9856.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0070 16517 610.130 SY | 12.18000 7431.38| 8.00000 4881.04| 15.00000 9151.95 FLEXIBLE PAVE. TIE-IN PLANING ABOVE 2" | | | - 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 610 -2 TABULATION OF BIDS CALL ORDER : 610 CONTRACT ID : CM012PM6E99437 COUNTIES : CAROLINE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B850 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 16522 16545.800 SY | 2.05000 33918.89| 1.55000 25645.99| 1.00000 16545.80 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0090 24265 LUMP| 10000.00000 10000.00| 220000.00000 220000.00| 278500.00000 278500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC . . | | | 0100 51615 1272.000 LF | 1.00000 1272.00| 1.00000 1272.00| 3.00000 3816.00 14/1 ENCLOSED COND. CABLE | | | 0110 51912 486.000 LF | 15.00000 7290.00| 15.00000 7290.00| 25.00000 12150.00 SAW CUT 3/8" | | | 0120 51913 35.000 LF | 15.00000 525.00| 15.00000 525.00| 35.00000 1225.00 SAWCUT 5/8" | | | 0130 54032 689433.000 LF | 0.43000 296456.19| 0.50000 344716.50| 0.43000 296456.19 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0140 54042 237.000 LF | 4.80000 1137.60| 5.00000 1185.00| 5.00000 1185.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0150 54105 630.000 LF | 1.10000 693.00| 1.20000 756.00| 1.25000 787.50 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0160 54106 598.000 SF | 3.40000 2033.20| 4.00000 2392.00| 4.00000 2392.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0170 54217 20.000 EA | 28.00000 560.00| 31.00000 620.00| 50.00000 1000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0180 54300 13.000 EA | 88.00000 1144.00| 100.00000 1300.00| 100.00000 1300.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 54310 3.000 EA | 140.00000 420.00| 150.00000 450.00| 150.00000 450.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0200 54401 2.000 EA | 880.00000 1760.00| 900.00000 1800.00| 900.00000 1800.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0210 54404 1.000 EA | 690.00000 690.00| 750.00000 750.00| 750.00000 750.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 0220 54550 462919.000 LF | 0.06000 27775.14| 0.07000 32404.33| 0.06000 27775.14 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0230 56021 20.000 LF | 20.00000 400.00| 20.00000 400.00| 10.00000 200.00 1" PVC CONDUIT | | | SECTION TOTALS | $ 5,338,237.29| $ 5,458,868.58| $ 5,479,858.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,338,237.29| $ 5,458,868.58| $ 5,479,858.72 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 611 -1 TABULATION OF BIDS CALL ORDER : 611 CONTRACT ID : CM12PM6F102521 COUNTIES : STAFFORD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM6F-089-F12, P401 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 2,518,888.26 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 2,906,932.52 115.4054% ==================================================================================================================================== |( 1 ) V160 |( 2 ) S066 |( ) |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10505 462.000 TON | 80.00000 36960.00| 82.00000 37884.00| NS PAVEMENT PAVEMENT IM-19.0A (PATCH | | | MATERIAL) | | | 0020 16242 3286.040 TON | 36.00000 118297.44| 30.00000 98581.20| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0030 16350 29338.100 TON | 69.50000 2038997.95| 86.50000 2537745.65| ASPHALT CONCRETE TY. SM-12.5A | | | 0040 16515 2799.000 SY | 5.50000 15394.50| 5.47000 15310.53| NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH LOCATIONS | | | 0050 16516 1056.000 SY | 10.00000 10560.00| 8.37000 8838.72| FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0060 16517 140.800 SY | 15.00000 2112.00| 38.14000 5370.11| FLEXIBLE PAVE. TIE-IN PLANING ABOVE 2" | | | - 4" | | | 0070 16522 49194.470 SY | 1.75000 86090.32| 2.30000 113147.28| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0080 24265 LUMP| 130345.00000 130345.00| 15000.00000 15000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 611 -2 TABULATION OF BIDS CALL ORDER : 611 CONTRACT ID : CM12PM6F102521 COUNTIES : STAFFORD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) S066 |( ) |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54032 105053.000 LF | 0.50000 52526.50| 0.47000 49374.91| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0100 54034 332.000 LF | 1.20000 398.40| 1.10000 365.20| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0110 54042 765.000 LF | 7.00000 5355.00| 6.60000 5049.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0120 54106 2112.000 SF | 5.00000 10560.00| 4.80000 10137.60| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54300 27.000 EA | 96.00000 2592.00| 91.00000 2457.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54310 3.000 EA | 150.00000 450.00| 144.00000 432.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0150 54401 4.000 EA | 900.00000 3600.00| 880.00000 3520.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0160 54550 92983.000 LF | 0.05000 4649.15| 0.04000 3719.32| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,518,888.26| $ 2,906,932.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,518,888.26| $ 2,906,932.52| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 612 -1 TABULATION OF BIDS CALL ORDER : 612 CONTRACT ID : CM12PM6G102523 COUNTIES : STAFFORD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM6G-089-F12, P401 FED # NONE CONTRACT DESCRIPTION: PM-6G-12 ASPHALT RESURFACING FREDERICKSBURG RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 1,714,888.67 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 1,816,624.97 105.9325% 3 C224 CHEMUNG CONTRACTING CORPORATION $ 1,921,304.18 112.0367% ==================================================================================================================================== |( 1 ) V160 |( 2 ) S066 |( 3 ) C224 |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0020 10505 712.000 TON | 75.00000 53400.00| 85.70000 61018.40| 100.00000 71200.00 NS PAVEMENT PAVEMENT IM-19.0A (PATCHING | | | MATERIAL) | | | 0030 16242 2503.900 TON | 30.00000 75117.00| 30.00000 75117.00| 25.00000 62597.50 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0040 16350 18703.520 TON | 70.00000 1309246.40| 79.00000 1477578.08| 79.00000 1477578.08 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 16515 4315.000 SY | 5.00000 21575.00| 5.46000 23559.90| 10.00000 43150.00 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH LOCATIONS | | | 0060 16516 258.130 SY | 10.00000 2581.30| 28.05000 7240.55| 12.00000 3097.56 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0070 16522 25042.000 SY | 1.75000 43823.50| 2.00000 50084.00| 2.50000 62605.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0080 24265 LUMP| 72178.00000 72178.00| 10000.00000 10000.00| 85000.00000 85000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 612 -2 TABULATION OF BIDS CALL ORDER : 612 CONTRACT ID : CM12PM6G102523 COUNTIES : STAFFORD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) S066 |( 3 ) C224 |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 51615 1272.000 LF | 1.00000 1272.00| 1.00000 1272.00| 2.00000 2544.00 14/1 ENCLOSED COND. CABLE | | | 0100 51912 486.000 LF | 15.00000 7290.00| 6.00000 2916.00| 13.00000 6318.00 SAW CUT 3/8" | | | 0110 51913 100.000 LF | 15.00000 1500.00| 25.00000 2500.00| 17.00000 1700.00 SAWCUT 5/8" | | | 0120 54032 159590.000 LF | 0.55000 87774.50| 0.46000 73411.40| 0.46000 73411.40 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0130 54042 104.000 LF | 8.00000 832.00| 7.40000 769.60| 7.40000 769.60 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54105 46675.000 LF | 0.55000 25671.25| 0.44000 20537.00| 0.44000 20537.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0150 54106 565.000 SF | 5.00000 2825.00| 4.80000 2712.00| 4.80000 2712.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0160 54300 14.000 EA | 90.00000 1260.00| 88.00000 1232.00| 88.00000 1232.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0170 54310 2.000 EA | 150.00000 300.00| 145.00000 290.00| 145.00000 290.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0180 54402 1.000 EA | 1300.00000 1300.00| 1200.00000 1200.00| 1200.00000 1200.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING STOP AHEAD | | | 0190 54404 2.000 EA | 700.00000 1400.00| 690.00000 1380.00| 690.00000 1380.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 0200 54550 121068.000 LF | 0.04000 4842.72| 0.03000 3632.04| 0.03000 3632.04 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0210 56021 35.000 LF | 20.00000 700.00| 5.00000 175.00| 10.00000 350.00 1" PVC CONDUIT | | | SECTION TOTALS | $ 1,714,888.67| $ 1,816,624.97| $ 1,921,304.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,714,888.67| $ 1,816,624.97| $ 1,921,304.18 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 708 -1 TABULATION OF BIDS CALL ORDER : 708 CONTRACT ID : CM712PMC101535 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM7C-967-F12,P401 FED # STP-PM07(261) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W029 S. L. WILLIAMSON COMPANY, INCORPORATED $ 1,045,564.21 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 1,147,750.80 109.7733% ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( ) |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1217.090 TON | 29.87000 36354.48| 30.00000 36512.70| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 12220.980 TON | 78.89000 964113.11| 85.00000 1038783.30| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16516 270.000 SY | 20.00000 5400.00| 20.00000 5400.00| FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0040 24265 LUMP| 11000.00000 11000.00| 40000.00000 40000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 123422.000 LF | 0.20000 24684.40| 0.19000 23450.18| TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54100 32.000 LF | 18.00000 576.00| 16.00000 512.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0070 54101 1.000 EA | 1500.00000 1500.00| 1250.00000 1250.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO "STOP AHEAD" | | | 0080 54106 117.000 SF | 6.00000 702.00| 5.20000 608.40| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 708 -2 TABULATION OF BIDS CALL ORDER : 708 CONTRACT ID : CM712PMC101535 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( ) |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54550 123422.000 LF | 0.01000 1234.22| 0.01000 1234.22| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,045,564.21| $ 1,147,750.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,045,564.21| $ 1,147,750.80| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 710 -1 TABULATION OF BIDS CALL ORDER : 710 CONTRACT ID : CM712PMF101516 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM7F-967-F12,P401 FED # STP-PM07(262) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K611 KICKIN ASPHALT PAVING & SEALING $ 1,123,371.05 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 1,168,905.22 104.0534% 3 C224 CHEMUNG CONTRACTING CORPORATION $ 1,280,773.44 114.0116% ==================================================================================================================================== |( 1 ) K611 |( 2 ) S066 |( 3 ) C224 |KICKIN ASPHALT PAVING & SEA |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 16242 2090.090 TON | 26.67000 55742.70| 25.00000 52252.25| 25.00000 52252.25 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 13503.370 TON | 75.10000 1014103.09| 78.00000 1053262.86| 84.00000 1134283.08 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16516 915.200 SY | 5.76000 5271.55| 20.00000 18304.00| 10.00000 9152.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0040 24265 LUMP| 13167.60000 13167.60| 10000.00000 10000.00| 50000.00000 50000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 158889.000 LF | 0.18000 28600.02| 0.18000 28600.02| 0.18000 28600.02 TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54100 40.000 LF | 12.90000 516.00| 12.90000 516.00| 12.90000 516.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOPLASTIC 24" | | | 0070 54101 1.000 EA | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOPLASTIC "STOP AHEAD" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 710 -2 TABULATION OF BIDS CALL ORDER : 710 CONTRACT ID : CM712PMF101516 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K611 |( 2 ) S066 |( 3 ) C224 |KICKIN ASPHALT PAVING & SEA |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54101 2.000 EA | 990.00000 1980.00| 990.00000 1980.00| 990.00000 1980.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOPLASTIC RXR SYMBOL | | | 0090 54106 273.000 SF | 4.40000 1201.20| 4.40000 1201.20| 4.40000 1201.20 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0100 54550 158889.000 LF | 0.01000 1588.89| 0.01000 1588.89| 0.01000 1588.89 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,123,371.05| $ 1,168,905.22| $ 1,280,773.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,123,371.05| $ 1,168,905.22| $ 1,280,773.44 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 713 -1 TABULATION OF BIDS CALL ORDER : 713 CONTRACT ID : CM712PMG102498 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM7G-967-F12,P401 FED # NONE CONTRACT DESCRIPTION: WARRENTON RESIDENCY PLANT MIX VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K611 KICKIN ASPHALT PAVING & SEALING $ 1,023,026.33 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 1,088,440.47 106.3942% 3 C224 CHEMUNG CONTRACTING CORPORATION $ 1,114,646.91 108.9558% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 1,208,802.03 118.1594% ==================================================================================================================================== |( 1 ) K611 |( 2 ) S066 |( 3 ) C224 |KICKIN ASPHALT PAVING & SEA |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1864.890 TON | 26.22000 48897.42| 25.00000 46622.25| 24.00000 44757.36 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 12647.330 TON | 72.84000 921231.52| 78.00000 986491.74| 79.00000 999139.07 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16516 457.600 SY | 11.52000 5271.55| 20.00000 9152.00| 10.00000 4576.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0040 24265 LUMP| 11451.36000 11451.36| 10000.00000 10000.00| 30000.00000 30000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 152362.000 LF | 0.18000 27425.16| 0.18000 27425.16| 0.18000 27425.16 TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54028 580.000 LF | 2.90000 1682.00| 2.90000 1682.00| 2.90000 1682.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0070 54100 146.000 LF | 11.60000 1693.60| 11.60000 1693.60| 11.60000 1693.60 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 713 -2 TABULATION OF BIDS CALL ORDER : 713 CONTRACT ID : CM712PMG102498 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K611 |( 2 ) S066 |( 3 ) C224 |KICKIN ASPHALT PAVING & SEA |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54101 4.000 EA | 220.00000 880.00| 220.00000 880.00| 220.00000 880.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO ARROW SINGLE| | | 0090 54101 2.000 EA | 990.00000 1980.00| 990.00000 1980.00| 990.00000 1980.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO STOP | | | 0100 54106 396.000 SF | 4.10000 1623.60| 4.10000 1623.60| 4.10000 1623.60 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0110 54550 89012.000 LF | 0.01000 890.12| 0.01000 890.12| 0.01000 890.12 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,023,026.33| $ 1,088,440.47| $ 1,114,646.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,023,026.33| $ 1,088,440.47| $ 1,114,646.91 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 714 -1 TABULATION OF BIDS CALL ORDER : 714 CONTRACT ID : CM712PMD102499 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM7D-967-F12,P401 FED # NONE CONTRACT DESCRIPTION: CHARLOTTESVILLE RESIDENCY PLANT MIX VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W029 S. L. WILLIAMSON COMPANY, INCORPORATED $ 1,182,974.74 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 1,249,750.31 105.6447% 3 K611 KICKIN ASPHALT PAVING & SEALING $ 1,271,278.08 107.4645% ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( 3 ) K611 |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA |KICKIN ASPHALT PAVING & SEALING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1103.530 TON | 29.81000 32896.23| 25.00000 27588.25| 29.50000 32554.14 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16350 13225.670 TON | 78.26000 1035040.93| 79.00000 1044827.93| 85.24000 1127356.11 ASPHALT CONCRETE TY. SM-12.5A | | | 0030 16516 4458.670 SY | 3.50000 15605.35| 10.00000 44586.70| 2.65000 11815.48 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0040 16522 27256.530 SY | 2.22000 60509.50| 2.25000 61327.19| 1.96000 53422.80 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0050 24265 LUMP| 12500.00000 12500.00| 50000.00000 50000.00| 20236.91000 20236.91 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 51615 600.000 LF | 1.50000 900.00| 0.20000 120.00| 2.50000 1500.00 14/1 ENCLOSED COND. CABLE | | | 0070 51912 264.000 LF | 8.00000 2112.00| 4.90000 1293.60| 15.00000 3960.00 SAW CUT 3/8" | | | 0080 51913 60.000 LF | 26.00000 1560.00| 12.90000 774.00| 20.00000 1200.00 SAWCUT 5/8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 714 -2 TABULATION OF BIDS CALL ORDER : 714 CONTRACT ID : CM712PMD102499 COUNTIES : CULPEPER LETTING DATE : 03/28/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( 3 ) K611 |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA |KICKIN ASPHALT PAVING & SEALING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54020 65328.000 LF | 0.25000 16332.00| 0.22000 14372.16| 0.22000 14372.16 TYPE A PAVEMENT LINE MARKING 4" | | | 0100 54028 225.000 LF | 3.80000 855.00| 3.20000 720.00| 3.20000 720.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0110 54100 85.000 LF | 12.65000 1075.25| 12.40000 1054.00| 12.40000 1054.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0120 54101 1.000 EA | 1800.00000 1800.00| 1500.00000 1500.00| 1500.00000 1500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO "STOP AHEAD" | | | 0130 54101 1.000 EA | 300.00000 300.00| 240.00000 240.00| 240.00000 240.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO ARROW SINGLE | | | 0140 54101 1.000 EA | 360.00000 360.00| 310.00000 310.00| 310.00000 310.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO ARROW DOUBLE | | | 0150 54106 80.000 SF | 5.95000 476.00| 4.80000 384.00| 4.80000 384.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0160 54550 65248.000 LF | 0.01000 652.48| 0.01000 652.48| 0.01000 652.48 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,182,974.74| $ 1,249,750.31| $ 1,271,278.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,182,974.74| $ 1,249,750.31| $ 1,271,278.08 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 903 -1 TABULATION OF BIDS CALL ORDER : 903 CONTRACT ID : CM912PMB102084 COUNTIES : FAIRFAX LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM OTHERS CONTRACT TIME : 05/01/13 COMPLETION DATE PROJECT(S) : (NFO)PM9B-96A-121,N501 FED # STP-PM09(284) CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 8,846,039.58 100.0000% 2 B042 JULIUS BRANSCOME, INC. $ 8,958,232.07 101.2683% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 10,218,440.01 115.5143% ==================================================================================================================================== |( 1 ) V160 |( 2 ) B042 |( 3 ) F034 |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1303.820 TON | 36.00000 46937.52| 38.00000 49545.16| 30.00000 39114.60 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 59312.050 TON | 76.00000 4507715.80| 83.00000 4922900.15| 86.00000 5100836.30 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16337 333.140 TON | 90.00000 29982.60| 95.00000 31648.30| 95.00000 31648.30 ASPH. CONC. TY. SM-9.5ASL (SPOT LEVEL) | | | 0040 16340 10626.700 TON | 76.00000 807629.20| 83.00000 882016.10| 86.00000 913896.20 ASPHALT CONCRETE TY. SM-9.5D | | | 0050 16360 2035.970 TON | 94.00000 191381.18| 95.00000 193417.15| 101.00000 205632.97 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0060 16365 642.050 TON | 72.00000 46227.60| 84.00000 53932.20| 89.00000 57142.45 ASPHALT CONCRETE TY. IM-19.0A | | | 0070 16395 364.320 TON | 90.00000 32788.80| 85.00000 30967.20| 113.00000 41168.16 ASPH. CONC. TY. BM-25.0A (T) | | | 0080 16502 2109.330 TON | 90.00000 189839.70| 93.00000 196167.69| 120.00000 253119.60 SURF. PREPARATION & RESTORATION TYPE II | | | 0090 16504 7713.870 TON | 90.00000 694248.30| 93.00000 717389.91| 118.00000 910236.66 SURF. PREPARATION & RESTORATION TYPE II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 903 -2 TABULATION OF BIDS CALL ORDER : 903 CONTRACT ID : CM912PMB102084 COUNTIES : FAIRFAX LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B042 |( 3 ) F034 |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16522 604926.260 SY | 1.80000 1088867.27| 1.75000 1058620.96| 2.32000 1403428.92 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0110 16523 126111.040 SY | 2.50000 315277.60| 2.10000 264833.18| 2.48000 312755.38 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0120 24265 LUMP| 470000.00000 470000.00| 200000.00000 200000.00| 449278.87000 449278.87 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0130 51615 8352.000 LF | 0.22000 1837.44| 0.21000 1753.92| 1.39000 11609.28 14/1 ENCLOSED COND. CABLE | | | 0140 51912 3549.000 LF | 10.00000 35490.00| 8.40000 29811.60| 17.70000 62817.30 SAW CUT 3/8" | | | 0150 51913 418.000 LF | 18.00000 7524.00| 17.33000 7243.94| 18.81000 7862.58 SAWCUT 5/8" | | | 0160 54032 339208.000 LF | 0.70000 237445.60| 0.57000 193348.56| 0.69000 234053.52 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0170 54034 5275.000 LF | 0.75000 3956.25| 0.72000 3798.00| 1.96000 10339.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0180 54037 2608.000 LF | 1.00000 2608.00| 0.88000 2295.04| 1.38000 3599.04 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0190 54040 335.000 LF | 4.50000 1507.50| 4.31000 1443.85| 3.77000 1262.95 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0200 54042 3568.000 LF | 7.00000 24976.00| 6.41000 22870.88| 7.55000 26938.40 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0210 54075 24310.000 LF | 3.00000 72930.00| 2.48000 60288.80| 3.10000 75361.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0220 54101 17.000 EA | 100.00000 1700.00| 99.65000 1694.05| 222.00000 3774.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HANDICAPPED | | | 0230 54217 152.000 EA | 29.00000 4408.00| 23.52000 3575.04| 31.08000 4724.16 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0240 54300 147.000 EA | 100.00000 14700.00| 88.20000 12965.40| 91.02000 13379.94 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0250 54310 6.000 EA | 175.00000 1050.00| 153.30000 919.80| 182.04000 1092.24 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0260 54400 4.000 EA | 450.00000 1800.00| 383.25000 1533.00| 360.75000 1443.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0270 54401 2.000 EA | 1600.00000 3200.00| 1344.00000 2688.00| 832.50000 1665.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 903 -3 TABULATION OF BIDS CALL ORDER : 903 CONTRACT ID : CM912PMB102084 COUNTIES : FAIRFAX LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B042 |( 3 ) F034 |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54402 4.000 EA | 1500.00000 6000.00| 1281.00000 5124.00| 999.00000 3996.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING STOP AHEAD | | | 0290 54550 195622.000 LF | 0.01000 1956.22| 0.02000 3912.44| 0.17000 33255.74 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0300 56020 11.000 LF | 22.00000 242.00| 5.25000 57.75| 149.85000 1648.35 1" CONDUIT | | | 0310 56022 70.000 LF | 25.90000 1813.00| 21.00000 1470.00| 19.43000 1360.10 1" METAL CONDUIT | | | SECTION TOTALS | $ 8,846,039.58| $ 8,958,232.07| $ 10,218,440.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,846,039.58| $ 8,958,232.07| $ 10,218,440.01 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 909 -1 TABULATION OF BIDS CALL ORDER : 909 CONTRACT ID : CM912PMK99057 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM9K-076-062, N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B042 JULIUS BRANSCOME, INC. $ 1,772,181.79 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 1,848,581.36 104.3110% 3 S066 SUPERIOR PAVING CORPORATION $ 1,964,356.74 110.8440% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 2,103,548.88 118.6983% ==================================================================================================================================== |( 1 ) B042 |( 2 ) V160 |( 3 ) S066 |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 337.860 TON | 38.00000 12838.68| 42.00000 14190.12| 57.50000 19426.95 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 7614.030 TON | 77.00000 586280.31| 78.00000 593894.34| 90.00000 685262.70 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 8443.780 TON | 77.00000 650171.06| 79.00000 667058.62| 86.00000 726165.08 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16504 655.760 TON | 90.00000 59018.40| 92.00000 60329.92| 140.00000 91806.40 SURF. PREPARATION & RESTORATION TYPE II | | | 0050 16522 102335.740 SY | 1.90000 194437.91| 1.70000 173970.76| 1.60000 163737.18 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 16523 57200.000 SY | 2.40000 137280.00| 2.35000 134420.00| 2.75000 157300.00 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0070 24265 LUMP| 20000.00000 20000.00| 80000.00000 80000.00| 15000.00000 15000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0080 51615 4378.000 LF | 0.21000 919.38| 0.25000 1094.50| 0.50000 2189.00 14/1 ENCLOSED COND. CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 909 -2 TABULATION OF BIDS CALL ORDER : 909 CONTRACT ID : CM912PMK99057 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) B042 |( 2 ) V160 |( 3 ) S066 |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 51912 1452.000 LF | 7.21000 10468.92| 8.00000 11616.00| 4.50000 6534.00 SAW CUT 3/8" | | | 0100 51913 192.000 LF | 23.69000 4548.48| 25.00000 4800.00| 24.00000 4608.00 SAWCUT 5/8" | | | 0110 54032 16391.000 LF | 0.68000 11145.88| 0.80000 13112.80| 0.66000 10818.06 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 951.000 LF | 0.83000 789.33| 1.00000 951.00| 0.81000 770.31 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54042 868.000 LF | 6.39000 5546.52| 7.00000 6076.00| 6.20000 5381.60 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54075 23450.000 LF | 2.70000 63315.00| 3.00000 70350.00| 2.62000 61439.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0150 54300 20.000 EA | 96.82000 1936.40| 125.00000 2500.00| 94.00000 1880.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0160 54310 10.000 EA | 131.84000 1318.40| 150.00000 1500.00| 128.00000 1280.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0170 54402 8.000 EA | 1318.40000 10547.20| 1300.00000 10400.00| 1280.00000 10240.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING STOP AHEAD | | | 0180 54550 24346.000 LF | 0.02000 486.92| 0.05000 1217.30| 0.01000 243.46 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0190 56022 55.000 LF | 20.60000 1133.00| 20.00000 1100.00| 5.00000 275.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 1,772,181.79| $ 1,848,581.36| $ 1,964,356.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,772,181.79| $ 1,848,581.36| $ 1,964,356.74 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 910 -1 TABULATION OF BIDS CALL ORDER : 910 CONTRACT ID : CM912PMM99185 COUNTIES : FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM9M-029-940, N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,815,787.50 100.0000% 2 B042 JULIUS BRANSCOME, INC. $ 4,158,326.19 108.9769% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 4,305,594.60 112.8363% ==================================================================================================================================== |( 1 ) V160 |( 2 ) B042 |( 3 ) F034 |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 58.080 TON | 60.00000 3484.80| 42.00000 2439.36| 30.00000 1742.40 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 17940.200 TON | 75.00000 1345515.00| 87.00000 1560797.40| 88.00000 1578737.60 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 7077.320 TON | 76.00000 537876.32| 90.20000 638374.26| 88.00000 622804.16 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16365 10931.720 TON | 73.00000 798015.56| 83.00000 907332.76| 88.00000 961991.36 ASPHALT CONCRETE TY. IM-19.0A | | | 0050 16502 1457.280 TON | 89.00000 129697.92| 95.00000 138441.60| 103.00000 150099.84 SURF. PREPARATION & RESTORATION TYPE II | | | 0060 16504 944.990 TON | 83.00000 78434.17| 95.00000 89774.05| 105.00000 99223.95 SURF. PREPARATION & RESTORATION TYPE II | | | 0070 16516 563.200 SY | 5.00000 2816.00| 4.00000 2252.80| 2.26000 1272.83 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0080 16522 183777.340 SY | 1.60000 294043.74| 2.10000 385932.41| 2.00000 367554.68 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0090 16523 91097.600 SY | 3.25000 296067.20| 2.50000 227744.00| 2.00000 182195.20 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 910 -2 TABULATION OF BIDS CALL ORDER : 910 CONTRACT ID : CM912PMM99185 COUNTIES : FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B042 |( 3 ) F034 |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24265 LUMP| 188000.00000 188000.00| 75000.00000 75000.00| 131100.00000 131100.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0110 24640 1200.000 LF | 10.00000 12000.00| 10.00000 12000.00| 6.00000 7200.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | GRADE RESHAPE DITCHES | | | 0120 51615 8416.000 LF | 0.22000 1851.52| 0.21000 1767.36| 1.39000 11698.24 14/1 ENCLOSED COND. CABLE | | | 0130 51912 2604.000 LF | 10.00000 26040.00| 8.40000 21873.60| 17.70000 46090.80 SAW CUT 3/8" | | | 0140 51913 480.000 LF | 14.00000 6720.00| 14.18000 6806.40| 18.81000 9028.80 SAWCUT 5/8" | | | 0150 54032 80088.000 LF | 0.60000 48052.80| 0.54000 43247.52| 0.72000 57663.36 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0160 54034 1820.000 LF | 0.80000 1456.00| 0.76000 1383.20| 2.50000 4550.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0170 54037 221.000 LF | 1.00000 221.00| 0.93000 205.53| 1.44000 318.24 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0180 54042 6225.000 LF | 5.50000 34237.50| 5.04000 31374.00| 8.21000 51107.25 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0190 54300 65.000 EA | 90.00000 5850.00| 88.20000 5733.00| 77.70000 5050.50 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0200 54310 7.000 EA | 160.00000 1120.00| 147.00000 1029.00| 155.40000 1087.80 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0210 54400 1.000 EA | 500.00000 500.00| 462.00000 462.00| 321.90000 321.90 PAVEMENT MESSAGE MARK. "ONLY" | | | 0220 54550 70797.000 LF | 0.01000 707.97| 0.02000 1415.94| 0.17000 12035.49 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0230 56022 140.000 LF | 22.00000 3080.00| 21.00000 2940.00| 19.43000 2720.20 1" METAL CONDUIT | | | SECTION TOTALS | $ 3,815,787.50| $ 4,158,326.19| $ 4,305,594.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,815,787.50| $ 4,158,326.19| $ 4,305,594.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 912 -1 TABULATION OF BIDS CALL ORDER : 912 CONTRACT ID : CM912PMX99184 COUNTIES : FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : PM9X-029-939, N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 4,501,494.97 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 4,511,567.99 100.2238% 3 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 4,643,589.18 103.1566% ==================================================================================================================================== |( 1 ) A477 |( 2 ) F034 |( 3 ) V160 |ARTHUR CONSTRUCTION CO., IN |FORT MYER CONSTRUCTION CORP |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16335 31981.720 TON | 85.00000 2718446.20| 82.00000 2622501.04| 80.00000 2558537.60 ASPHALT CONCRETE TY. SM-9.5A | | | 0020 16340 3775.940 TON | 85.00000 320954.90| 82.00000 309627.08| 82.00000 309627.08 ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16360 456.200 TON | 85.00000 38777.00| 103.40000 47171.08| 96.00000 43795.20 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0040 16502 575.530 TON | 95.00000 54675.35| 122.00000 70214.66| 93.00000 53524.29 SURF. PREPARATION & RESTORATION TYPE II | | | 0050 16504 2375.660 TON | 100.00000 237566.00| 117.00000 277952.22| 82.00000 194804.12 SURF. PREPARATION & RESTORATION TYPE II | | | 0060 16522 314939.410 SY | 2.25000 708613.67| 2.20000 692866.70| 2.75000 866083.38 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0070 16523 69451.950 SY | 3.00000 208355.85| 2.75000 190992.86| 3.80000 263917.41 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0080 24265 LUMP| 65000.00000 65000.00| 152375.00000 152375.00| 235000.00000 235000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0090 51615 5180.000 LF | 0.25000 1295.00| 1.50000 7770.00| 0.22000 1139.60 14/1 ENCLOSED COND. CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 912 -2 TABULATION OF BIDS CALL ORDER : 912 CONTRACT ID : CM912PMX99184 COUNTIES : FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) F034 |( 3 ) V160 |ARTHUR CONSTRUCTION CO., IN |FORT MYER CONSTRUCTION CORP |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 51912 1720.000 LF | 10.00000 17200.00| 17.70000 30444.00| 10.00000 17200.00 SAW CUT 3/8" | | | 0110 51913 195.000 LF | 25.00000 4875.00| 18.81000 3667.95| 18.00000 3510.00 SAWCUT 5/8" | | | 0120 54032 71372.000 LF | 1.00000 71372.00| 0.82000 58525.04| 0.75000 53529.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0130 54034 2784.000 LF | 3.00000 8352.00| 2.50000 6960.00| 1.00000 2784.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0140 54040 75.000 LF | 8.00000 600.00| 4.44000 333.00| 6.00000 450.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 2203.000 LF | 9.00000 19827.00| 8.88000 19562.64| 7.50000 16522.50 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54075 2920.000 LF | 3.50000 10220.00| 3.06000 8935.20| 3.00000 8760.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0170 54077 630.000 LF | 5.50000 3465.00| 5.27000 3320.10| 5.50000 3465.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0180 54101 6.000 EA | 300.00000 1800.00| 235.32000 1411.92| 170.00000 1020.00 NS PAVEMENT MARKING PAVEMENT MARKING HC | | | MARKING | | | 0190 54300 63.000 EA | 100.00000 6300.00| 73.26000 4615.38| 120.00000 7560.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0200 54310 6.000 EA | 200.00000 1200.00| 146.52000 879.12| 155.00000 930.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0210 56022 65.000 LF | 40.00000 2600.00| 22.20000 1443.00| 22.00000 1430.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 4,501,494.97| $ 4,511,567.99| $ 4,643,589.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,501,494.97| $ 4,511,567.99| $ 4,643,589.18 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 913 -1 TABULATION OF BIDS CALL ORDER : 913 CONTRACT ID : CM912PMY99183 COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/01/13 COMPLETION DATE PROJECT(S) : PM9Y-053-995, N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D499 FRANCIS O. DAY CO., INC. $ 2,728,750.86 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 2,790,095.92 102.2481% 3 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,128,039.44 114.6327% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 3,184,951.00 116.7183% 5 B042 JULIUS BRANSCOME, INC. $ 3,389,076.00 124.1988% 6 F034 FORT MYER CONSTRUCTION CORPORATION $ 3,409,284.94 124.9394% 7 C224 CHEMUNG CONTRACTING CORPORATION $ 3,679,602.28 134.8457% ==================================================================================================================================== |( 1 ) D499 |( 2 ) S066 |( 3 ) V160 |FRANCIS O. DAY CO., INC. |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 300.000 TON | 31.00000 9300.00| 15.00000 4500.00| 40.00000 12000.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16340 24776.240 TON | 63.85000 1581962.92| 78.00000 1932546.72| 78.00000 1932546.72 ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16370 871.550 TON | 69.25000 60354.84| 89.00000 77567.95| 78.00000 67980.90 ASPHALT CONCRETE TY. IM-19.0D | | | 0040 16504 1335.830 TON | 104.00000 138926.32| 92.00000 122896.36| 78.00000 104194.74 SURF. PREPARATION & RESTORATION TYPE II | | | 0050 16517 1689.600 SY | 3.55000 5998.08| 4.00000 6758.40| 3.00000 5068.80 FLEXIBLE PAVE. TIE-IN PLANING ABOVE 2" | | | - 4" | | | 0060 16523 206678.270 SY | 1.90000 392688.71| 1.50000 310017.41| 2.20000 454692.19 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 913 -2 TABULATION OF BIDS CALL ORDER : 913 CONTRACT ID : CM912PMY99183 COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) D499 |( 2 ) S066 |( 3 ) V160 |FRANCIS O. DAY CO., INC. |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 24265 LUMP| 196000.00000 196000.00| 34000.00000 34000.00| 175000.00000 175000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0080 51615 31912.000 LF | 0.54000 17232.48| 0.25000 7978.00| 0.22000 7020.64 14/1 ENCLOSED COND. CABLE | | | 0090 51912 10780.000 LF | 4.85000 52283.00| 4.00000 43120.00| 10.00000 107800.00 SAW CUT 3/8" | | | 0100 51913 1251.000 LF | 27.00000 33777.00| 24.00000 30024.00| 20.00000 25020.00 SAWCUT 5/8" | | | 0110 54032 2390.000 LF | 0.75000 1792.50| 0.69000 1649.10| 1.00000 2390.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 5460.000 LF | 0.80000 4368.00| 0.77000 4204.20| 1.00000 5460.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54042 3496.000 LF | 5.85000 20451.60| 5.40000 18878.40| 6.00000 20976.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54075 76637.000 LF | 2.58000 197723.46| 2.39000 183162.43| 2.50000 191592.50 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0150 54076 310.000 LF | 5.50000 1705.00| 5.10000 1581.00| 6.00000 1860.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0160 54300 57.000 EA | 90.00000 5130.00| 84.00000 4788.00| 90.00000 5130.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0170 54310 1.000 EA | 160.00000 160.00| 155.00000 155.00| 180.00000 180.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0180 54077 640.000 LF | 6.25000 4000.00| 5.80000 3712.00| 6.00000 3840.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0190 54550 60695.000 LF | 0.01000 606.95| 0.01000 606.95| 0.01000 606.95 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0200 56022 390.000 LF | 11.00000 4290.00| 5.00000 1950.00| 12.00000 4680.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 2,728,750.86| $ 2,790,095.92| $ 3,128,039.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,728,750.86| $ 2,790,095.92| $ 3,128,039.44 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 915 -1 TABULATION OF BIDS CALL ORDER : 915 CONTRACT ID : CM912PMF102525 COUNTIES : PRINCE WILLIAM FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/01/13 COMPLETION DATE PROJECT(S) : PM9F-96A-127,N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 4,220,651.88 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 4,268,901.58 101.1432% ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( ) |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0030 16340 17821.580 TON | 81.00000 1443547.98| 82.00000 1461369.56| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16365 23762.130 TON | 73.00000 1734635.49| 74.00000 1758397.62| ASPHALT CONCRETE TY. IM-19.0A | | | 0050 16502 955.330 TON | 94.00000 89801.02| 117.00000 111773.61| SURF. PREPARATION & RESTORATION TYPE II | | | 0080 16523 198017.600 SY | 3.00000 594052.80| 3.05000 603953.68| FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0090 24265 LUMP| 240000.00000 240000.00| 112000.00000 112000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0100 51615 12138.000 LF | 0.20000 2427.60| 1.39000 16871.82| 14/1 ENCLOSED COND. CABLE | | | 0110 51912 3672.000 LF | 7.00000 25704.00| 18.04000 66242.88| SAW CUT 3/8" | | | 0120 51913 765.000 LF | 17.00000 13005.00| 19.15000 14649.75| SAWCUT 5/8" | | | 0130 54032 80049.000 LF | 0.50000 40024.50| 0.69000 55233.81| TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : 915 -2 TABULATION OF BIDS CALL ORDER : 915 CONTRACT ID : CM912PMF102525 COUNTIES : PRINCE WILLIAM FAIRFAX LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( ) |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 54034 3214.000 LF | 1.00000 3214.00| 2.22000 7135.08| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0150 54037 250.000 LF | 1.00000 250.00| 1.29000 322.50| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0170 54042 3299.000 LF | 6.00000 19794.00| 8.88000 29295.12| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0180 54300 43.000 EA | 100.00000 4300.00| 85.50000 3676.50| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 54310 9.000 EA | 150.00000 1350.00| 171.00000 1539.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0200 54400 4.000 EA | 400.00000 1600.00| 388.50000 1554.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0210 54401 2.000 EA | 1100.00000 2200.00| 832.50000 1665.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0220 54550 92049.000 LF | 0.01000 920.49| 0.20000 18409.80| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0230 56022 255.000 LF | 15.00000 3825.00| 18.87000 4811.85| 1" METAL CONDUIT | | | SECTION TOTALS | $ 4,220,651.88| $ 4,268,901.58| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,220,651.88| $ 4,268,901.58| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A04 -1 TABULATION OF BIDS CALL ORDER : A04 CONTRACT ID : C00089829B01 COUNTIES : HENRICO LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : (NFO)0295-043-728,B609 FED # STP-BR04(225) CONTRACT DESCRIPTION: VARINA - ENON BRIDGE INTERIOR LIGHTING CHESTERFIELD - HENRICO COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D011 DOREY ELECTRIC COMPANY $ 2,873,634.00 100.0000% 2 P689 PORTICO REALTY SERVICES, LLC $ 3,621,600.00 126.0286% 3 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 3,737,000.00 130.0444% 4 B924 BRUCE-MERRILEES ELECTRIC COMPANY $ 3,930,329.00 136.7721% 5 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 5,119,000.00 178.1368% 6 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 5,984,872.00 208.2684% ==================================================================================================================================== |( 1 ) D011 |( 2 ) P689 |( 3 ) M957 |DOREY ELECTRIC COMPANY |PORTICO REALTY SERVICES, LL |MIDASCO VA LLC (USE N VA: MIDAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 114700.00000 114700.00| 180000.00000 180000.00| 217500.00000 217500.00 MOBILIZATION | | | 0020 24265 LUMP| 88374.00000 88374.00| 15000.00000 15000.00| 43500.00000 43500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0030 62536 LUMP| 85560.00000 85560.00| 57000.00000 57000.00| 30500.00000 30500.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE SEGMENT ACCESS | | | MODIFICATION | | | 0040 67904 LUMP| 2585000.00000 2585000.00| 3369600.00000 3369600.00| 3445500.00000 3445500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS LIGHTING SYSTEM STR. NO. | | | 2907 | | | SECTION TOTALS | $ 2,873,634.00| $ 3,621,600.00| $ 3,737,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,873,634.00| $ 3,621,600.00| $ 3,737,000.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A06 -1 TABULATION OF BIDS CALL ORDER : A06 CONTRACT ID : C00086288C01 COUNTIES : WISE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/10/12 COMPLETION DATE PROJECT(S) : 0023-097-784,C501 FED # BR-097-1(074 ) 0023-097-784,C501 FED # BR-097-1(074 ) CONTRACT DESCRIPTION: KENT JCT. ROAD OVER ABANDONED RR AND BENGES BRANCH FROM: 0.059 MI. E. RTE. 621 TO: 0.174 MI. E. RTE. 621 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 970,743.04 100.0000% 2 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 997,789.75 102.7862% 3 E155 ELK KNOB, INC. $ 1,032,432.27 106.3548% 4 D549 DCI/SHIRES, INC. $ 1,313,390.60 135.2975% 5 K065 KEN CONSTRUCTION CO., INC. $ 1,480,361.00 152.4977% ==================================================================================================================================== |( 1 ) W048 |( 2 ) G326 |( 3 ) E155 |W-L CONSTRUCTION & PAVING, |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEM | | | 0010 00100 LUMP| 31807.30000 31807.30| 29400.00000 29400.00| 65050.00000 65050.00 MOBILIZATION | | | 0020 00101 LUMP| 14118.42000 14118.42| 6500.00000 6500.00| 6545.00000 6545.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 3730.17000 3730.17| 5500.00000 5500.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0040 00120 2015.000 CY | 15.43000 31091.45| 24.00000 48360.00| 16.00000 32240.00 REGULAR EXCAVATION | | | 0050 00505 120.000 TON | 26.51000 3181.20| 35.00000 4200.00| 30.00000 3600.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0060 00525 6.000 CY | 756.33000 4537.98| 700.00000 4200.00| 2000.00000 12000.00 CONCRETE CLASS A3 MISC. | | | 0070 00700 144.000 LF | 10.43000 1501.92| 30.00000 4320.00| 11.55000 1663.20 POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A06 -2 TABULATION OF BIDS CALL ORDER : A06 CONTRACT ID : C00086288C01 COUNTIES : WISE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) G326 |( 3 ) E155 |W-L CONSTRUCTION & PAVING, |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 02093 144.000 LF | 140.20000 20188.80| 163.50000 23544.00| 225.00000 32400.00 NS SPEC. DESIGN SPEC. DESIGN 36" SPEC. | | | DESIGN CONC.PIPE | | | 0090 09150 21.000 TON | 37.42000 785.82| 35.00000 735.00| 28.00000 588.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0100 10065 2227.000 TON | 26.34000 58659.18| 22.80000 50775.60| 28.00000 62356.00 AGGR. MATL. NO. 1 | | | 0110 10128 1503.000 TON | 22.83000 34313.49| 24.55000 36898.65| 25.00000 37575.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10608 172.000 TON | 151.00000 25972.00| 172.50000 29670.00| 176.55000 30366.60 ASPHALT CONCRETE TY. SM-12.5D | | | 0130 10610 202.000 TON | 129.50000 26159.00| 147.50000 29795.00| 151.25000 30552.50 ASPHALT CONCRETE TY. IM-19.0A | | | 0140 10642 605.000 TON | 100.00000 60500.00| 113.75000 68818.75| 116.33000 70379.65 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 11070 50.000 LF | 8.42000 421.00| 20.00000 1000.00| 10.00000 500.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (3" DEPTH) | | | 0160 13320 963.000 LF | 19.89000 19154.07| 20.00000 19260.00| 20.35000 19597.05 GUARDRAIL GR-2 | | | 0170 13345 4.000 EA | 2633.75000 10535.00| 2500.00000 10000.00| 2695.00000 10780.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0180 13349 4.000 EA | 913.75000 3655.00| 1000.00000 4000.00| 935.00000 3740.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0190 24100 240.000 HR | 1.26000 302.40| 30.00000 7200.00| 15.00000 3600.00 ALLAYING DUST | | | 0200 24152 4.000 EA | 252.63000 1010.52| 100.00000 400.00| 400.00000 1600.00 TYPE III BARRICADE 8' | | | 0210 24160 953.000 SF | 18.81000 17925.93| 44.00000 41932.00| 28.00000 26684.00 CONSTRUCTION SIGNS | | | 0220 24260 140.000 TON | 26.51000 3711.40| 19.10000 2674.00| 20.00000 2800.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24278 720.000 DAY | 0.38000 273.60| 2.00000 1440.00| 1.00000 720.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24282 200.000 HR | 23.67000 4734.00| 15.00000 3000.00| 15.00000 3000.00 FLAGGER SERVICE | | | 0250 24288 1620.000 DAY | 1.34000 2170.80| 2.00000 3240.00| 3.00000 4860.00 WARNING LIGHT TY. B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A06 -3 TABULATION OF BIDS CALL ORDER : A06 CONTRACT ID : C00086288C01 COUNTIES : WISE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) G326 |( 3 ) E155 |W-L CONSTRUCTION & PAVING, |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24297 120.000 LF | 36.56000 4387.20| 32.00000 3840.00| 20.00000 2400.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0270 24430 1327.000 SY | 6.50000 8625.50| 5.00000 6635.00| 6.00000 7962.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0280 24600 1162.000 LF | 1.50000 1743.00| 2.00000 2324.00| 2.00000 2324.00 REMOVE EXISTING GUARDRAIL | | | 0290 26127 497.000 TON | 27.69000 13761.93| 26.25000 13046.25| 30.00000 14910.00 DRY RIPRAP CL.I 26" | | | 0300 26271 14350.000 TON | 27.69000 397351.50| 26.25000 376687.50| 28.00000 401800.00 NS DRY RIPRAP DRY RIPRAP CL. I (VAR. | | | DEPTH) | | | 0310 27321 270.000 SY | 1.69000 456.30| 6.00000 1620.00| 10.00000 2700.00 PROTECTIVE COVERING EC-2 | | | 0320 27415 6.000 EA | 258.36000 1550.16| 300.00000 1800.00| 300.00000 1800.00 CHECK DAM(ROCK) TY. II | | | 0330 27430 200.000 CY | 4.52000 904.00| 3.00000 600.00| 0.10000 20.00 SILTATION CONTROL EXCAVATION | | | 0340 27505 1160.000 LF | 3.30000 3828.00| 3.00000 3480.00| 3.00000 3480.00 TEMP. SILT FENCE | | | 0350 42040 14.000 LF | 92.77000 1298.78| 120.00000 1680.00| 20.00000 280.00 4" SAN. SEWER PIPE | | | 0360 42044 38.000 LF | 92.78000 3525.64| 38.00000 1444.00| 20.00000 760.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 0370 42060 109.000 LF | 95.21000 10377.89| 44.00000 4796.00| 27.00000 2943.00 6" SAN. SEWER PIPE | | | 0380 42062 163.000 LF | 101.32000 16515.16| 74.00000 12062.00| 98.07000 15985.41 6" DI SANITARY SEWER PIPE | | | 0390 42755 7.000 LF | 300.00000 2100.00| 450.00000 3150.00| 350.00000 2450.00 SANITARY SEWER MANHOLE | | | 0400 42764 1.000 EA | 400.00000 400.00| 600.00000 600.00| 500.00000 500.00 MANHOLE FRAME & COVER F&C-1 | | | 0410 42845 4.000 EA | 400.00000 1600.00| 200.00000 800.00| 350.00000 1400.00 4" SEWER CLEANOUT | | | 0420 44300 134.000 LF | 350.00000 46900.00| 208.00000 27872.00| 255.64000 34255.76 NS SEWER UTILITY SEWER UTILITY 16" | | | JACKED STEEL ENCASE. PIPE | | | 0430 54032 2670.000 LF | 1.08000 2883.60| 5.00000 13350.00| 1.85000 4939.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0440 54217 30.000 EA | 107.50000 3225.00| 124.00000 3720.00| 160.24000 4807.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A06 -4 TABULATION OF BIDS CALL ORDER : A06 CONTRACT ID : C00086288C01 COUNTIES : WISE LETTING DATE : 03/28/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) G326 |( 3 ) E155 |W-L CONSTRUCTION & PAVING, |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 67900 LUMP| 63700.46000 63700.46| 74000.00000 74000.00| 40000.00000 40000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1015 | | | 0460 70000 LUMP| 1458.53000 1458.53| 2500.00000 2500.00| 3120.00000 3120.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 005, D-1 | | | 0470 70112 760.000 SF | 2.74000 2082.40| 3.00000 2280.00| 2.81000 2135.60 CAT II NF ACM | | | 0480 70113 164.000 LF | 7.53000 1234.92| 10.00000 1640.00| 7.70000 1262.80 CAT II NF ACM | | | 0490 70200 LUMP| 392.62000 392.62| 1000.00000 1000.00| 2000.00000 2000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 005 | | | SECTION TOTALS | $ 970,743.04| $ 997,789.75| $ 1,032,432.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 970,743.04| $ 997,789.75| $ 1,032,432.27 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A07 -1 TABULATION OF BIDS CALL ORDER : A07 CONTRACT ID : C00057416M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/04/12 COMPLETION DATE PROJECT(S) : (NFO)0692-076-334,M501,D651 FED # STP-5A01(294) CONTRACT DESCRIPTION: LUCASVILLE ROAD DRAINAGE IMPROVEMENTS FROM: 0.10 MI. N. HIDDEN SPRING DR. (RTE. 2559) TO: 0.16 MI. S. HIDDEN SPRING DR. (RTE. 2559) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A648 A & M CONCRETE CORP. $ 1,258,109.35 100.0000% 2 A571 A & W CONTRACTING CORPORATION $ 1,292,479.40 102.7319% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 1,296,764.25 103.0725% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 1,388,848.70 110.3917% 5 A477 ARTHUR CONSTRUCTION CO., INC. $ 1,389,951.00 110.4793% 6 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,411,022.82 112.1542% 7 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 1,414,053.35 112.3951% 8 M008 MARTIN AND GASS, INCORPORATED $ 1,433,221.77 113.9187% 9 G181 GENERAL EXCAVATION, INC. $ 1,470,467.00 116.8791% ==================================================================================================================================== |( 1 ) A648 |( 2 ) A571 |( 3 ) F451 |A & M CONCRETE CORP. |A & W CONTRACTING CORPORATI |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 IN PLAN UTILITIES | | | 0010 00100 LUMP| 75000.00000 75000.00| 100000.00000 100000.00| 94000.00000 94000.00 MOBILIZATION | | | 0020 00102 LUMP| 12500.00000 12500.00| 20000.00000 20000.00| 12000.00000 12000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 45000.00000 45000.00| 55000.00000 55000.00| 50000.00000 50000.00 GRADING | | | 0040 00140 2247.000 CY | 24.00000 53928.00| 15.00000 33705.00| 40.00000 89880.00 BORROW EXCAVATION | | | 0050 00212 951.000 CY | 38.00000 36138.00| 61.00000 58011.00| 30.00000 28530.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0060 00505 99.000 TON | 40.00000 3960.00| 23.00000 2277.00| 35.00000 3465.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A07 -2 TABULATION OF BIDS CALL ORDER : A07 CONTRACT ID : C00057416M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A571 |( 3 ) F451 |A & M CONCRETE CORP. |A & W CONTRACTING CORPORATI |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00522 241.000 CY | 825.00000 198825.00| 975.00000 234975.00| 915.00000 220515.00 CONCRETE CLASS A4 BOX CULVERT | | | 0080 00588 1271.000 LF | 12.00000 15252.00| 13.00000 16523.00| 17.75000 22560.25 UNDERDRAIN UD-4 | | | 0090 00595 12.000 LF | 25.00000 300.00| 11.00000 132.00| 32.00000 384.00 OUTLET PIPE | | | 0100 00596 1.000 EA | 600.00000 600.00| 550.00000 550.00| 950.00000 950.00 ENDWALL EW-12 | | | 0110 00700 992.000 LF | 2.75000 2728.00| 5.00000 4960.00| 5.00000 4960.00 POST INSTALLATION INSPECTION | | | 0120 01156 288.000 LF | 58.00000 16704.00| 64.00000 18432.00| 50.00000 14400.00 STORM SEWER PIPE 15" | | | 0130 01186 377.000 LF | 58.00000 21866.00| 76.59000 28874.43| 62.40000 23524.80 STORM SEWER PIPE 18" | | | 0140 01246 80.000 LF | 68.00000 5440.00| 90.53000 7242.40| 78.00000 6240.00 STORM SEWER PIPE 24" | | | 0150 01366 247.000 LF | 102.00000 25194.00| 130.66000 32273.02| 119.00000 29393.00 STORM SEWER PIPE 36" | | | 0160 06151 1.000 EA | 650.00000 650.00| 502.44000 502.44| 750.00000 750.00 15" END SECTION ES-1 | | | 0170 06241 1.000 EA | 750.00000 750.00| 1114.51000 1114.51| 750.00000 750.00 24" END SECTION ES-1 | | | 0180 06361 1.000 EA | 1250.00000 1250.00| 1832.56000 1832.56| 1000.00000 1000.00 36" END SECTION ES-1 | | | 0190 06745 1.000 EA | 3600.00000 3600.00| 3110.83000 3110.83| 4200.00000 4200.00 DROP INLET DI-2A | | | 0200 06752 1.000 EA | 5500.00000 5500.00| 4856.37000 4856.37| 5800.00000 5800.00 DROP INLET DI-2B,L=14' | | | 0210 06765 2.000 EA | 4800.00000 9600.00| 3649.80000 7299.60| 5000.00000 10000.00 DROP INLET DI-2C,L=6' | | | 0220 06818 1.000 EA | 3800.00000 3800.00| 2412.83000 2412.83| 4000.00000 4000.00 DROP INLET DI-3B,L=6' | | | 0230 06821 1.000 EA | 4400.00000 4400.00| 3095.61000 3095.61| 4700.00000 4700.00 DROP INLET DI-3B,L=12' | | | 0240 06835 1.000 EA | 3800.00000 3800.00| 2608.73000 2608.73| 4000.00000 4000.00 DROP INLET DI-3C,L=6' | | | 0250 07110 3.000 EA | 4850.00000 14550.00| 4192.29000 12576.87| 5500.00000 16500.00 DROP INLET DI-4B,L=6' | | | 0260 07508 2.000 EA | 4300.00000 8600.00| 3172.49000 6344.98| 4500.00000 9000.00 DROP INLET DI-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A07 -3 TABULATION OF BIDS CALL ORDER : A07 CONTRACT ID : C00057416M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A571 |( 3 ) F451 |A & M CONCRETE CORP. |A & W CONTRACTING CORPORATI |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 09148 15.000 TON | 125.00000 1875.00| 73.33000 1099.95| 125.00000 1875.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0280 10128 1046.000 TON | 29.00000 30334.00| 23.91000 25009.86| 29.00000 30334.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0290 10250 695.000 TON | 26.50000 18417.50| 26.16000 18181.20| 42.00000 29190.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 2 | | | 0300 10610 318.000 TON | 92.00000 29256.00| 85.91000 27319.38| 88.00000 27984.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0310 10635 312.000 TON | 94.00000 29328.00| 87.55000 27315.60| 89.00000 27768.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0320 10642 929.000 TON | 86.00000 79894.00| 80.44000 74728.76| 83.00000 77107.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0330 12600 186.000 LF | 20.00000 3720.00| 18.61000 3461.46| 13.50000 2511.00 STD. COMB. CURB & GUTTER CG-6 | | | 0340 12700 1652.000 LF | 16.00000 26432.00| 18.61000 30743.72| 13.50000 22302.00 STD. COMB. CURB & GUTTER CG-7 | | | 0350 12710 5.000 LF | 45.00000 225.00| 24.08000 120.40| 13.50000 67.50 RADIAL COMB. CURB & GUTTER CG-7 | | | 0360 12920 28.000 SY | 78.00000 2184.00| 84.27000 2359.56| 58.00000 1624.00 ENTRANCE GUTTER CG-9B | | | 0370 13108 7.000 SY | 180.00000 1260.00| 275.79000 1930.53| 214.00000 1498.00 CG-12 DETECTABLE WARNING SURFACE | | | 0380 13220 605.000 SY | 28.00000 16940.00| 40.49000 24496.45| 31.00000 18755.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0390 13320 498.000 LF | 24.00000 11952.00| 21.89000 10901.22| 21.00000 10458.00 GUARDRAIL GR-2 | | | 0400 13345 4.000 EA | 2750.00000 11000.00| 2517.16000 10068.64| 2500.00000 10000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0410 13375 114.000 LF | 82.00000 9348.00| 103.97000 11852.58| 75.00000 8550.00 RAILING, TEXAS T-6 | | | 0420 14502 43183.000 LB | 2.35000 101480.05| 0.80000 34546.40| 1.20000 51819.60 REINFORCING STEEL | | | 0430 16522 7384.000 SY | 2.75000 20306.00| 2.46000 18164.64| 3.20000 23628.80 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0440 24150 2.000 EA | 250.00000 500.00| 492.49000 984.98| 400.00000 800.00 TYPE III BARRICADE 4' | | | 0450 24160 278.000 SF | 28.00000 7784.00| 26.27000 7303.06| 20.00000 5560.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A07 -4 TABULATION OF BIDS CALL ORDER : A07 CONTRACT ID : C00057416M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A571 |( 3 ) F451 |A & M CONCRETE CORP. |A & W CONTRACTING CORPORATI |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24278 40.000 DAY | 1.00000 40.00| 1.64000 65.60| 5.00000 200.00 GROUP 2 CHANNELIZING DEVICES | | | 0470 24279 400.000 HR | 4.00000 1600.00| 10.94000 4376.00| 15.00000 6000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0480 24282 40.000 HR | 21.00000 840.00| 18.61000 744.40| 25.00000 1000.00 FLAGGER SERVICE | | | 0490 24420 49.000 SY | 25.00000 1225.00| 10.94000 536.06| 75.00000 3675.00 DEMOLITION OF PAVEMENT (RIGID) | | | 0500 24430 2274.000 SY | 3.90000 8868.60| 7.66000 17418.84| 5.00000 11370.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0510 26116 233.000 SY | 74.00000 17242.00| 27.36000 6374.88| 80.00000 18640.00 DRY RIPRAP CL. AI | | | 0520 27012 1.000 ACRE| 4500.00000 4500.00| 2407.72000 2407.72| 8500.00000 8500.00 TOPSOIL CLASS A 2" | | | 0530 27102 309.000 LB | 12.00000 3708.00| 13.13000 4057.17| 14.45000 4465.05 REGULAR SEED | | | 0540 27103 193.000 LB | 10.50000 2026.50| 10.94000 2111.42| 4.25000 820.25 OVERSEEDING | | | 0550 27215 0.200 TON | 850.00000 170.00| 820.81000 164.16| 3500.00000 700.00 FERTILIZER(15-30-15) | | | 0560 27250 3.400 TON | 148.00000 503.20| 136.80000 465.12| 200.00000 680.00 LIME | | | 0570 27321 108.000 SY | 3.00000 324.00| 3.28000 354.24| 3.00000 324.00 PROTECTIVE COVERING EC-2 | | | 0580 27326 28.000 SY | 14.00000 392.00| 10.94000 306.32| 9.00000 252.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0590 27410 6.000 EA | 325.00000 1950.00| 519.85000 3119.10| 780.00000 4680.00 CHECK DAM, ROCK TY. I | | | 0600 27415 1.000 EA | 350.00000 350.00| 820.81000 820.81| 152.00000 152.00 CHECK DAM(ROCK) TY. II | | | 0610 27430 257.000 CY | 40.00000 10280.00| 1.09000 280.13| 10.00000 2570.00 SILTATION CONTROL EXCAVATION | | | 0620 27451 2.000 EA | 195.00000 390.00| 273.60000 547.20| 150.00000 300.00 INLET PROTECTION TYPE A | | | 0630 27461 10.000 EA | 145.00000 1450.00| 328.32000 3283.20| 165.00000 1650.00 INLET PROTECTION TYPE B | | | 0640 27500 1510.000 SY | 2.00000 3020.00| 2.19000 3306.90| 10.00000 15100.00 GEOTEXTILE FABRIC | | | 0650 27505 857.000 LF | 3.00000 2571.00| 2.74000 2348.18| 3.00000 2571.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A07 -5 TABULATION OF BIDS CALL ORDER : A07 CONTRACT ID : C00057416M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A571 |( 3 ) F451 |A & M CONCRETE CORP. |A & W CONTRACTING CORPORATI |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 27552 14.000 TON | 65.00000 910.00| 26.27000 367.78| 75.00000 1050.00 NS NO. 57 STONE NO. 57 STONE .. | | | 0670 40003 50.000 LF | 50.00000 2500.00| 46.30000 2315.00| 38.00000 1900.00 1" WATER SERVICE LINE | | | 0680 40081 100.000 LF | 110.00000 11000.00| 118.01000 11801.00| 125.00000 12500.00 8" DI WATER MAIN | | | 0690 40161 493.000 LF | 190.00000 93670.00| 216.15000 106561.95| 165.00000 81345.00 16" DI WATER MAIN | | | 0700 40406 11.000 EA | 1850.00000 20350.00| 1678.58000 18464.38| 1600.00000 17600.00 16" BEND | | | 0710 40422 2.000 EA | 2650.00000 5300.00| 2520.61000 5041.22| 2600.00000 5200.00 16" BRANCH | | | 0720 40440 4.000 EA | 1600.00000 6400.00| 1439.50000 5758.00| 900.00000 3600.00 16" PLUG OR CAP | | | 0730 40460 1.000 EA | 1075.00000 1075.00| 1148.25000 1148.25| 1100.00000 1100.00 16" REDUCER | | | 0740 41008 1.000 EA | 1675.00000 1675.00| 1643.07000 1643.07| 1700.00000 1700.00 8" GATE VALVE & BOX | | | 0750 41018 6.000 EA | 3750.00000 22500.00| 3289.62000 19737.72| 3100.00000 18600.00 16" BUTTERFLY VALVE & BOX | | | 0760 42161 153.000 LF | 180.00000 27540.00| 253.07000 38719.71| 150.00000 22950.00 16" DI SANITARY SEWER PIPE | | | 0770 42755 36.000 LF | 495.00000 17820.00| 636.90000 22928.40| 470.00000 16920.00 SANITARY SEWER MANHOLE | | | 0780 42758 3.000 EA | 520.00000 1560.00| 656.65000 1969.95| 700.00000 2100.00 MANHOLE FRAME & COVER WF & C-1 | | | 0790 50204 190.000 LF | 18.00000 3420.00| 25.17000 4782.30| 22.50000 4275.00 SIGN POST WOOD 4" X 4" | | | 0800 51910 382.000 LF | 3.00000 1146.00| 5.47000 2089.54| 5.00000 1910.00 SAW CUT | | | 0810 54032 2703.000 LF | 1.50000 4054.50| 1.09000 2946.27| 1.00000 2703.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0820 54042 154.000 LF | 10.00000 1540.00| 10.94000 1684.76| 7.00000 1078.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0830 69627 26.000 TON | 78.00000 2028.00| 82.08000 2134.08| 125.00000 3250.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 1,258,109.35| $ 1,292,479.40| $ 1,296,764.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,109.35| $ 1,292,479.40| $ 1,296,764.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A14 -1 TABULATION OF BIDS CALL ORDER : A14 CONTRACT ID : C00097367N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/12 COMPLETION DATE PROJECT(S) : (NFO)0264-134-755, N501 FED # IM-PM05 (334) CONTRACT DESCRIPTION: TRAFFIC BARRIER WALL RECONSTRUCTION FROM: NEWTOWN ROAD TO: ROSEMONT ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W488 E. V. WILLIAMS, INC. $ 1,126,414.05 100.0000% 2 C333 CURTIS CONTRACTING, INC. $ 1,389,135.24 123.3237% 3 B303 BRYANT CONTRACTING, INC. $ 1,732,656.75 153.8206% 4 B850 BRANSCOME INC. $ 1,819,892.88 161.5652% ==================================================================================================================================== |( 1 ) W488 |( 2 ) C333 |( 3 ) B303 |E. V. WILLIAMS, INC. |CURTIS CONTRACTING, INC. |BRYANT CONTRACTING, INC. 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| 85000.00000 85000.00| 80000.00000 80000.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 00110 3.600 LS | 50000.00000 50000.00| 135000.00000 135000.00| 395000.00000 395000.00 CLEARING AND GRUBBING | | | 0030 00120 6100.000 CY | 7.00000 42700.00| 37.93000 231373.00| 13.00000 79300.00 REGULAR EXCAVATION | | | 0040 00140 1800.000 CY | 22.00000 39600.00| 45.32000 81576.00| 13.00000 23400.00 BORROW EXCAVATION | | | 0050 00535 201.000 CY | 300.00000 60300.00| 348.95000 70138.95| 650.00000 130650.00 CONCRETE CLASS C1 | | | 0060 09155 165.000 CY | 180.00000 29700.00| 174.63000 28813.95| 450.00000 74250.00 GABIONS | | | 0070 13232 445.000 SY | 3.65000 1624.25| 5.03000 2238.35| 2.00000 890.00 GEOTEXTILE DRAINAGE FABRIC | | | 0080 13478 4375.000 LF | 120.00000 525000.00| 101.08000 442225.00| 120.00000 525000.00 NS MEDIAN BARRIER MEDIAN BARRIER MB-7F | | | PRECAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A14 -2 TABULATION OF BIDS CALL ORDER : A14 CONTRACT ID : C00097367N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C333 |( 3 ) B303 |E. V. WILLIAMS, INC. |CURTIS CONTRACTING, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 490.000 SF | 16.25000 7962.50| 34.93000 17115.70| 25.00000 12250.00 CONSTRUCTION SIGNS | | | 0100 24272 2000.000 HR | 1.01000 2020.00| 1.00000 2000.00| 5.00000 10000.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 20000.000 DAY | 0.10000 2000.00| 0.01000 200.00| 1.00000 20000.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 5600.000 HR | 6.00000 33600.00| 1.00000 5600.00| 5.00000 28000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24281 1488.000 HR | 1.35000 2008.80| 1.00000 1488.00| 5.00000 7440.00 ELECTRONIC ARROW | | | 0140 24288 11200.000 DAY | 0.10000 1120.00| 0.01000 112.00| 1.10000 12320.00 WARNING LIGHT TY. B | | | 0150 24297 4705.000 LF | 18.50000 87042.50| 22.83000 107415.15| 30.00000 141150.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0160 27024 3.600 ACRE| 20000.00000 72000.00| 25613.13000 92207.27| 24200.00000 87120.00 NS TOPSOIL TOPSOIL CLASS B 6" | | | 0170 27102 865.000 LB | 15.00000 12975.00| 14.55000 12585.75| 13.75000 11893.75 REGULAR SEED | | | 0180 27103 540.000 LB | 5.00000 2700.00| 7.57000 4087.80| 7.15000 3861.00 OVERSEEDING | | | 0190 27210 1.020 TON | 1625.00000 1657.50| 2328.47000 2375.04| 2200.00000 2244.00 FERTILIZER(10-20-10) | | | 0200 27250 13.700 TON | 205.00000 2808.50| 349.27000 4785.00| 330.00000 4521.00 LIME | | | 0210 27325 515.000 SY | 1.80000 927.00| 7.57000 3898.55| 7.15000 3682.25 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0220 27410 5.000 EA | 750.00000 3750.00| 1558.25000 7791.25| 800.00000 4000.00 CHECK DAM, ROCK TY. I | | | 0230 27415 9.000 EA | 700.00000 6300.00| 332.91000 2996.19| 450.00000 4050.00 CHECK DAM(ROCK) TY. II | | | 0240 27505 1315.000 LF | 5.00000 6575.00| 3.49000 4589.35| 3.30000 4339.50 TEMP. SILT FENCE | | | 0250 54076 6695.000 LF | 3.75000 25106.25| 3.97000 26579.15| 3.75000 25106.25 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0260 54077 2300.000 LF | 5.00000 11500.00| 5.23000 12029.00| 4.95000 11385.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0270 54105 7345.000 LF | 0.60000 4407.00| 0.64000 4700.80| 0.65000 4774.25 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0280 54240 281.000 EA | 11.00000 3091.00| 11.64000 3270.84| 11.00000 3091.00 TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A14 -3 TABULATION OF BIDS CALL ORDER : A14 CONTRACT ID : C00097367N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C333 |( 3 ) B303 |E. V. WILLIAMS, INC. |CURTIS CONTRACTING, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 54550 6695.000 LF | 0.25000 1673.75| 0.17000 1138.15| 0.25000 1673.75 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0300 54554 2300.000 LF | 0.55000 1265.00| 0.35000 805.00| 0.55000 1265.00 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | SECTION TOTALS | $ 1,126,414.05| $ 1,389,135.24| $ 1,732,656.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,126,414.05| $ 1,389,135.24| $ 1,732,656.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A19 -1 TABULATION OF BIDS CALL ORDER : A19 CONTRACT ID : C00098930N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/14/12 COMPLETION DATE PROJECT(S) : (NFO) TS05-965-069, N501 FED # NH-PM00(247) CONTRACT DESCRIPTION: REPLACE BRIDGE MOUNTED SIGN STRUCTURES (IDSP LOCATIONS) FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 201,762.09 100.0000% 2 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 212,221.00 105.1838% 3 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 234,659.50 116.3051% 4 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 257,631.99 127.6910% 5 E078 ELDERLEE, INCORPORATED $ 375,986.00 186.3512% ==================================================================================================================================== |( 1 ) M813 |( 2 ) M957 |( 3 ) V941 |MCCLAIN & CO., INC. |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN & LIGHTING COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13315 1.000 EA | 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 GUARDRAIL TERMINAL GR-11 | | | 0020 13320 400.000 LF | 29.40000 11760.00| 35.00000 14000.00| 25.00000 10000.00 GUARDRAIL GR-2 | | | 0030 24160 310.000 SF | 0.50000 155.00| 0.01000 3.10| 4.00000 1240.00 CONSTRUCTION SIGNS | | | 0040 24272 350.000 HR | 17.00000 5950.00| 0.01000 3.50| 15.00000 5250.00 TRUCK MOUNTED ATTENUATOR | | | 0050 24278 750.000 DAY | 0.60000 450.00| 0.01000 7.50| 1.00000 750.00 GROUP 2 CHANNELIZING DEVICES | | | 0060 24279 150.000 HR | 9.00000 1350.00| 0.01000 1.50| 22.00000 3300.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0070 24281 350.000 HR | 3.50000 1225.00| 0.01000 3.50| 3.00000 1050.00 ELECTRONIC ARROW | | | 0080 24600 13.000 LF | 3.00000 39.00| 6.00000 78.00| 2.50000 32.50 REMOVE EXISTING GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A19 -2 TABULATION OF BIDS CALL ORDER : A19 CONTRACT ID : C00098930N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) M957 |( 3 ) V941 |MCCLAIN & CO., INC. |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN & LIGHTING COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 27321 50.000 SY | 2.00000 100.00| 5.00000 250.00| 6.00000 300.00 PROTECTIVE COVERING EC-2 | | | 0100 27506 270.000 LF | 2.00000 540.00| 1.00000 270.00| 6.00000 1620.00 TEMP. FILTER BARRIER | | | 0110 50108 1135.000 SF | 34.77000 39463.95| 31.00000 35185.00| 31.00000 35185.00 SIGN PANEL | | | 0120 50432 18.000 LF | 13.00000 234.00| 17.00000 306.00| 8.00000 144.00 SIGN POST STP-1 2 3/16" | | | 0130 50434 42.000 LF | 13.67000 574.14| 36.00000 1512.00| 14.00000 588.00 SIGN POST STP-1 2 1/2" | | | 0140 50490 3.000 EA | 456.00000 1368.00| 350.00000 1050.00| 400.00000 1200.00 CONCRETE FOUNDATION STP-1 | | | 0150 50575 41.000 C.Y.| 955.00000 39155.00| 1250.00000 51250.00| 1400.00000 57400.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 0160 50881 1.000 EA | 338.00000 338.00| 2300.00000 2300.00| 600.00000 600.00 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 0170 50902 1.000 EA | 48561.00000 48561.00| 47800.90000 47800.90| 50000.00000 50000.00 NS TRAFFIC SIGN TRAFFIC SIGN STR. | | | OVERHEAD LOC. NO. 1 | | | 0180 50902 1.000 EA | 43000.00000 43000.00| 47000.00000 47000.00| 54000.00000 54000.00 NS TRAFFIC SIGN TRAFFIC SIGN STR. | | | OVERHEAD LOC. NO. 2 | | | 0190 51963 4.000 EA | 500.00000 2000.00| 2000.00000 8000.00| 2000.00000 8000.00 NS REMOVE REMOVE & DIS O/H STR TY BM W | | | LIGHTS | | | 0200 56205 3.000 EA | 1333.00000 3999.00| 600.00000 1800.00| 1000.00000 3000.00 TEST BORE | | | SECTION TOTALS | $ 201,762.09| $ 212,221.00| $ 234,659.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 201,762.09| $ 212,221.00| $ 234,659.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A20 -1 TABULATION OF BIDS CALL ORDER : A20 CONTRACT ID : C00100844N501 COUNTIES : JAMES CITY LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/12/12 COMPLETION DATE PROJECT(S) : 0031-047-722,N501 FED # NONE CONTRACT DESCRIPTION: REPLACE TIMBER PILES JAMESTOWN-SCOTLAND FERRY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M047 MCLEAN CONTRACTING COMPANY $ 715,750.00 100.0000% 2 M260 MARINE CONTRACTING CORPORATION $ 721,670.00 100.8271% ==================================================================================================================================== |( 1 ) M047 |( 2 ) M260 |( ) |MCLEAN CONTRACTING COMPANY |MARINE CONTRACTING CORPORAT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 55000.00000 55000.00| 57500.00000 57500.00| MOBILIZATION | | | 0020 69905 4.000 EA | 74000.00000 296000.00| 77190.00000 308760.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR INSTALL 37 PILE | | | DOLPHIN | | | 0030 69905 1.000 EA | 128750.00000 128750.00| 112810.00000 112810.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR INSTALL 61 PILE | | | DOLPHIN | | | 0040 69905 4.000 EA | 14000.00000 56000.00| 13355.00000 53420.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR INSTALL RUBBING APRON (B) | | | 0050 69905 2.000 EA | 17000.00000 34000.00| 14435.00000 28870.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR INSTALL RUBBING APRON (C) | | | 0060 69905 1.000 EA | 48000.00000 48000.00| 42090.00000 42090.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR REMOVE EXIST 61 PILE | | | DOLPHIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : A20 -2 TABULATION OF BIDS CALL ORDER : A20 CONTRACT ID : C00100844N501 COUNTIES : JAMES CITY LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M047 |( 2 ) M260 |( ) |MCLEAN CONTRACTING COMPANY |MARINE CONTRACTING CORPORAT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 69905 4.000 EA | 24500.00000 98000.00| 29555.00000 118220.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR REMOVE EXIST. 37 PILE | | | DOLPHIN | | | SECTION TOTALS | $ 715,750.00| $ 721,670.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,750.00| $ 721,670.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : H72 -1 TABULATION OF BIDS CALL ORDER : H72 CONTRACT ID : C00098757N01 COUNTIES : BOTETOURT LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/05/12 COMPLETION DATE PROJECT(S) : (FO)0081-011-736, P401 FED # IM-081-2(281) CONTRACT DESCRIPTION: RESTORATION & REHAB I-81 SOUTHBOUND MM 161.75 - MM 158.35 - BOTETOURT COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 6,348,942.93 100.0000% ==================================================================================================================================== |( 1 ) A006 |( 2 ) M260 |( ) |ADAMS CONSTRUCTION COMPANY |MARINE CONTRACTING CORPORAT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00595 150.000 LF | 64.24000 9636.00| | OUTLET PIPE | | | 0020 00596 6.000 EA | 575.00000 3450.00| | ENDWALL EW-12 | | | 0030 00597 1584.000 LF | 42.08000 66654.72| | UNDERDRAIN UD-7 | | | 0045 10497 127980.000 LB | 9.16000 1172296.80| | NS PAVEMENT PAVEMENT STAB SUBGRADE HCC | | | PAVEMENT | | | 0050 10700 55394.000 LF | 0.66000 36560.04| | RUMBLE STRIP, ASPHALT | | | 0060 10701 9232.000 SY | 3.34000 30834.88| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0070 16242 388.170 TON | 91.07000 35350.64| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0080 16340 3422.280 TON | 109.98000 376382.35| | ASPHALT CONCRETE TY. SM-9.5D | | | 0090 16403 7493.720 TON | 150.66000 1129003.86| | STONE MATRIX ASPHALT SMA-12.5(76-22) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : H72 -2 TABULATION OF BIDS CALL ORDER : H72 CONTRACT ID : C00098757N01 COUNTIES : BOTETOURT LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) M260 |( ) |ADAMS CONSTRUCTION COMPANY |MARINE CONTRACTING CORPORAT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16405 16727.040 TON | 128.68000 2152435.51| | STONE MATRIX ASPHALT SMA-19.0(76-22) | | | 0110 16515 76032.000 SY | 6.97000 529943.04| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PLANING (5.5" DEPTH) | | | 0120 16516 8214.000 SY | 1.73000 14210.22| | FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0130 16522 48068.000 SY | 4.70000 225919.60| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 24265 LUMP| 252151.12000 252151.12| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0150 25507 6.000 MO | 2634.16000 15804.96| | FIELD OFFICE TY.III | | | 0160 54020 66478.000 LF | 0.45000 29915.10| | TYPE A PAVEMENT LINE MARKING 4" | | | 0170 54076 63902.000 LF | 3.67000 234520.34| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0180 54077 1880.000 LF | 4.92000 9249.60| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0190 54101 2.000 EA | 776.25000 1552.50| | NS PAVEMENT MARKING PAVEMENT MARKING HC | | | BLUE BACKGROUND | | | 0200 54217 530.000 EA | 39.68000 21030.40| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0210 54300 3.000 EA | 603.75000 1811.25| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0220 54402 2.000 EA | 115.00000 230.00| | NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING HC SYMBOL | | | SECTION TOTALS | $ 6,348,942.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,348,942.93| $ 721,670.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -1 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/07/14 COMPLETION DATE PROJECT(S) : (NFO)0014-154-101,C501 FED # STP-5154(108) (NFO)0114-154-101,C501 FED # STP-5154(108) (NFO)0114-154-101,C501 FED # STP-5154(108) OTHERS CONTRACT DESCRIPTION: 1.53 KM. GRADE,DRAIN, ASP.PAVE,UTILITIES, SIGNALS, 1 STR. FROM: INTERSECTION RTE. 460 TO: 0.789 KM EAST WCL TOWN OF CHRISTIANSBURG SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 13,553,154.96 100.0000% 2 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 13,731,604.87 101.3167% 3 B319 BRANCH HIGHWAYS, INC. $ 13,853,243.00 102.2142% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 14,507,896.38 107.0444% 5 E009 W. C. ENGLISH, INCORPORATED $ 14,625,258.86 107.9104% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 14,725,104.91 108.6471% ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 703316.65000 703316.65| 270000.00000 270000.00| 725000.00000 725000.00 MOBILIZATION | | | 0020 00101 LUMP| 52688.41000 52688.41| 47777.90000 47777.90| 143319.00000 143319.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 2.000 LS | 32276.81000 32276.81| 12070.21000 12070.21| 68000.60000 68000.60 CLEARING AND GRUBBING | | | 0040 00120 24822.000 CU M| 11.48000 284956.56| 31.75000 788098.50| 15.50000 384741.00 REGULAR EXCAVATION | | | 0050 00140 10616.000 CU M| 11.52000 122296.32| 0.20000 2123.20| 20.00000 212320.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -2 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00155 891.000 SQ M| 2.76000 2459.16| 1.24000 1104.84| 2.00000 1782.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00525 15.900 CU M| 547.44000 8704.30| 321.83000 5117.10| 800.00000 12720.00 CONCRETE CLASS 20 MISC. | | | 0080 00529 62.400 CU M| 267.81000 16711.34| 403.12000 25154.69| 200.00000 12480.00 FLOWABLE BACKFILL | | | 0090 00588 2519.000 M | 27.00000 68013.00| 33.90000 85394.10| 20.00000 50380.00 UNDERDRAIN UD-4 | | | 0100 00590 18.000 M | 45.70000 822.60| 78.11000 1405.98| 145.00000 2610.00 COMB. UNDERDRAIN CD-1 | | | 0110 00595 3.000 M | 40.10000 120.30| 46.18000 138.54| 68.00000 204.00 OUTLET PIPE | | | 0120 00596 1.000 EA | 680.00000 680.00| 820.37000 820.37| 800.00000 800.00 ENDWALL EW-12 | | | 0130 00700 2920.000 M | 5.90000 17228.00| 6.60000 19272.00| 5.00000 14600.00 POST INSTALLATION INSPECTION | | | 0140 01120 13.500 M | 84.04000 1134.54| 118.02000 1593.27| 64.00000 864.00 300 MM PIPE | | | 0150 01150 36.100 M | 108.91000 3931.65| 142.28000 5136.31| 100.00000 3610.00 375 MM PIPE | | | 0160 01152 12.400 M | 143.94000 1784.86| 181.37000 2248.99| 205.00000 2542.00 375 MM CONC. PIPE | | | 0170 01156 2111.100 M | 108.90000 229898.79| 162.15000 342314.87| 100.00000 211110.00 STORM SEWER PIPE 375 MM | | | 0180 01180 2.400 M | 204.31000 490.34| 227.60000 546.24| 400.00000 960.00 450 MM PIPE | | | 0190 01182 6.600 M | 246.91000 1629.61| 158.42000 1045.57| 500.00000 3300.00 450 MM CONC. PIPE | | | 0200 01186 182.000 M | 199.01000 36219.82| 169.44000 30838.08| 170.00000 30940.00 STORM SEWER PIPE 450 MM | | | 0210 01216 125.500 M | 187.29000 23504.90| 227.87000 28597.69| 200.00000 25100.00 STORM SEWER PIPE 525 MM | | | 0220 01246 196.000 M | 178.58000 35001.68| 283.76000 55616.96| 180.00000 35280.00 STORM SEWER PIPE 600 MM | | | 0230 01306 203.700 M | 228.73000 46592.30| 280.82000 57203.03| 210.00000 42777.00 STORM SEWER PIPE 750 MM | | | 0240 01360 7.200 M | 214.08000 1541.38| 293.06000 2110.03| 775.00000 5580.00 900 MM PIPE | | | 0250 01366 11.500 M | 213.84000 2459.16| 378.46000 4352.29| 600.00000 6900.00 STORM SEWER PIPE 900 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -3 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 01420 2.400 M | 245.12000 588.29| 1069.56000 2566.94| 1000.00000 2400.00 1050 MM PIPE | | | 0270 02092 1.000 EA | 1600.64000 1600.64| 1351.90000 1351.90| 2100.00000 2100.00 NS SPEC. DES. SPEC. DES. LEVEL SPREADER | | | 0280 06740 5.000 EA | 2094.07000 10470.35| 2629.18000 13145.90| 3200.00000 16000.00 DROP INLET DI-1 | | | 0290 06745 1.000 EA | 2249.32000 2249.32| 2625.27000 2625.27| 3200.00000 3200.00 DROP INLET DI-2A | | | 0300 06747 1.000 EA | 3395.60000 3395.60| 3541.14000 3541.14| 4450.00000 4450.00 DROP INLET DI-2B, L= 1.2 M | | | 0310 06815 1.000 EA | 2252.12000 2252.12| 2385.25000 2385.25| 3200.00000 3200.00 DROP INLET DI-3A | | | 0320 06817 7.000 EA | 2332.66000 16328.62| 2696.09000 18872.63| 2200.00000 15400.00 DROP INLET DI-3B, L= 1.2 M | | | 0330 06818 8.000 EA | 2495.04000 19960.32| 3109.29000 24874.32| 4200.00000 33600.00 DROP INLET DI-3B, L= 1.8 M | | | 0340 06819 3.000 EA | 2684.05000 8052.15| 3336.94000 10010.82| 4500.00000 13500.00 DROP INLET DI-3B, L= 2.4 M | | | 0350 06851 1.000 EA | 2366.73000 2366.73| 3120.61000 3120.61| 2500.00000 2500.00 DROP INLET DI-3D | | | 0360 06852 1.000 EA | 3355.72000 3355.72| 3946.14000 3946.14| 4820.00000 4820.00 DROP INLET DI-3DD | | | 0370 06853 11.000 EA | 2614.07000 28754.77| 3275.44000 36029.84| 2500.00000 27500.00 DROP INLET DI-3E, L= 1.2 M | | | 0380 06854 13.000 EA | 2585.76000 33614.88| 3292.03000 42796.39| 4300.00000 55900.00 DROP INLET DI-3E, L= 1.8 M | | | 0390 06855 5.000 EA | 2873.50000 14367.50| 3642.23000 18211.15| 4700.00000 23500.00 DROP INLET DI-3E, L= 2.4 M | | | 0400 06863 5.000 EA | 3277.24000 16386.20| 4785.66000 23928.30| 6200.00000 31000.00 DROP INLET DI-3EE, L= 1.8 M | | | 0410 07004 3.000 EA | 3406.19000 10218.57| 4670.35000 14011.05| 5900.00000 17700.00 DROP INLET DI-3F, L= 1.8 M | | | 0420 07506 5.000 EA | 2829.03000 14145.15| 3046.90000 15234.50| 4000.00000 20000.00 DROP INLET DI-5 | | | 0430 07508 1.000 EA | 2543.99000 2543.99| 3009.79000 3009.79| 4000.00000 4000.00 DROP INLET DI-7 | | | 0440 09055 7.200 M | 1145.15000 8245.08| 1020.51000 7347.67| 700.00000 5040.00 MANHOLE MH-2 | | | 0450 09056 27.540 M | 1175.79000 32381.26| 1734.20000 47759.87| 1100.00000 30294.00 MANHOLE MH-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -4 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 09057 16.000 EA | 368.77000 5900.32| 592.88000 9486.08| 800.00000 12800.00 FRAME & COVER MH-1 | | | 0470 09150 45.200 MTON| 63.88000 2887.38| 81.16000 3668.43| 75.00000 3390.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0480 09250 6.000 EA | 1079.32000 6475.92| 859.92000 5159.52| 1000.00000 6000.00 SLOPE DRAIN | | | 0490 10065 11434.000 MTON| 26.48000 302772.32| 43.61000 498636.74| 45.00000 514530.00 AGGR. MATL. NO. 1 | | | 0500 10099 21065.000 MTON| 23.85000 502400.25| 32.12000 676607.80| 30.00000 631950.00 AGGR. MATL. NO. 21A OR 21B | | | 0510 10250 2135.000 MTON| 32.87000 70177.45| 24.78000 52905.30| 30.00000 64050.00 NS AGGR. MATERIAL AGGR. MATERIAL | | | UTILITY STONE BACKFILL #21B | | | 0520 10611 5004.000 MTON| 98.95000 495145.80| 87.01000 435398.04| 90.00000 450360.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0530 10628 11759.000 SQ M| 4.90000 57619.10| 1.26000 14816.34| 4.00000 47036.00 FLEXIBLE PAVEMENT PLANING 0 MM - 40 MM | | | 0540 10636 4836.000 MTON| 112.92000 546081.12| 102.40000 495206.40| 110.00000 531960.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0550 10642 10150.000 MTON| 85.85000 871377.50| 77.85000 790177.50| 85.00000 862750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0560 11040 13.000 SQ M| 223.74000 2908.62| 295.93000 3847.09| 100.00000 1300.00 CONCRETE ENTRANCE PAVE. 175 MM | | | 0570 11070 2050.000 M | 4.37000 8958.50| 8.09000 16584.50| 7.00000 14350.00 NS SAW CUT SAW CUT SAW CUT FULL DEPTH | | | 0580 12020 432.000 M | 38.72000 16727.04| 52.95000 22874.40| 50.00000 21600.00 STD. CURB CG-2 | | | 0590 12022 180.000 M | 44.29000 7972.20| 58.55000 10539.00| 50.00000 9000.00 RADIAL CURB CG-2 | | | 0600 12030 471.000 M | 38.93000 18336.03| 60.11000 28311.81| 54.00000 25434.00 STD. CURB CG-3 | | | 0610 12032 51.000 M | 44.56000 2272.56| 61.27000 3124.77| 55.00000 2805.00 RADIAL CURB CG-3 | | | 0620 12600 260.000 M | 52.88000 13748.80| 67.62000 17581.20| 50.00000 13000.00 STD. COMB. CURB & GUTTER CG-6 | | | 0630 12610 82.000 M | 60.61000 4970.02| 67.61000 5544.02| 50.00000 4100.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0640 12700 1863.000 M | 52.54000 97882.02| 73.68000 137265.84| 55.00000 102465.00 STD. COMB. CURB & GUTTER CG-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -5 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 12710 549.000 M | 58.11000 31902.39| 72.95000 40049.55| 55.00000 30195.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0660 13108 122.000 SQ M| 490.69000 59864.18| 374.08000 45637.76| 215.00000 26230.00 CG-12 DETECTABLE WARNING SURFACE | | | 0670 13120 361.000 SQ M| 88.49000 31944.89| 62.59000 22594.99| 95.00000 34295.00 NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | ENTRANCE GUTTER CG-9D | | | 0680 13220 4122.000 SQ M| 44.23000 182316.06| 108.09000 445546.98| 40.00000 164880.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0690 13312 2.000 EA | 2551.23000 5102.46| 2313.46000 4626.92| 2300.00000 4600.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0700 13320 117.000 M | 69.88000 8175.96| 63.38000 7415.46| 65.00000 7605.00 GUARDRAIL GR-2 | | | 0710 13345 6.000 EA | 2717.61000 16305.66| 2464.33000 14785.98| 2450.00000 14700.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0720 13392 2.000 EA | 2773.07000 5546.14| 2514.63000 5029.26| 2500.00000 5000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0730 13462 28.000 M | 434.85000 12175.80| 277.45000 7768.60| 350.00000 9800.00 MEDIAN BARRIER MB-7F | | | 0740 13530 28.100 CU M| 491.76000 13818.46| 861.41000 24205.62| 715.00000 20091.50 RETAINING WALL RW-3 | | | 0750 13561 2.000 CU M| 208.98000 417.96| 571.08000 1142.16| 150.00000 300.00 POROUS BACKFILL | | | 0760 13565 372.000 CU M| 22.60000 8407.20| 21.45000 7979.40| 20.00000 7440.00 RETAINING WALL EXCAVATION | | | 0770 13570 756.000 SQ M| 840.27000 635244.12| 702.24000 530893.44| 815.00000 616140.00 NS RETAINING WALL RETAINING WALL MSE | | | RETAINING STRUCTURE | | | 0780 13810 183.800 SQ M| 503.42000 92528.60| 198.75000 36530.25| 250.00000 45950.00 RETAINING STRUCTURE | | | 0790 21020 552.000 SQ M| 74.74000 41256.48| 20.05000 11067.60| 95.00000 52440.00 MEDIAN STRIP MS-1 | | | 0800 21110 78.000 SQ M| 139.61000 10889.58| 35.47000 2766.66| 116.00000 9048.00 MEDIAN STRIP MS-1A | | | 0810 21215 243.000 M | 105.98000 25753.14| 130.16000 31628.88| 65.00000 15795.00 MEDIAN STRIP MS-2 | | | 0820 22643 267.000 M | 74.32000 19843.44| 20.54000 5484.18| 70.00000 18690.00 FENCE FE-CL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -6 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 22663 17.000 EA | 194.12000 3300.04| 176.02000 2992.34| 200.00000 3400.00 CORNER BRACE UNIT FE-CL | | | 0840 22677 1.000 EA | 1109.23000 1109.23| 1005.85000 1005.85| 1000.00000 1000.00 GATE FE-CL L=4M | | | 0850 24100 500.000 HR | 104.48000 52240.00| 157.07000 78535.00| 50.00000 25000.00 ALLAYING DUST | | | 0860 24152 16.000 EA | 427.00000 6832.00| 220.16000 3522.56| 500.00000 8000.00 TYPE III BARRICADE 2.4 M | | | 0870 24160 110.000 SQ M| 179.09000 19699.90| 250.00000 27500.00| 200.00000 22000.00 CONSTRUCTION SIGNS | | | 0880 24260 440.000 MTON| 26.43000 11629.20| 23.89000 10511.60| 25.00000 11000.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0890 24278 95000.000 DAY | 0.69000 65550.00| 0.50000 47500.00| 1.00000 95000.00 GROUP 2 CHANNELIZING DEVICES | | | 0900 24281 21200.000 HR | 4.76000 100912.00| 5.14000 108968.00| 2.00000 42400.00 ELECTRONIC ARROW | | | 0910 24282 1200.000 HR | 15.81000 18972.00| 30.08000 36096.00| 25.00000 30000.00 FLAGGER SERVICE | | | 0920 24288 5000.000 DAY | 0.61000 3050.00| 1.47000 7350.00| 1.25000 6250.00 WARNING LIGHT TY. B | | | 0930 24400 9.000 UNIT| 687.36000 6186.24| 500.00000 4500.00| 250.00000 2250.00 OBSCURING ROADWAY | | | 0940 24430 18735.000 SQ M| 2.40000 44964.00| 4.04000 75689.40| 8.00000 149880.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0950 24501 119.000 M | 25.89000 3080.91| 136.98000 16300.62| 30.00000 3570.00 NS REMOVE EXIST. REMOVE EXIST. CURB | | | 0960 24501 26.000 M | 73.18000 1902.68| 230.25000 5986.50| 200.00000 5200.00 NS REMOVE EXIST. REMOVE EXIST. | | | RETAINING WALL W/FENCE | | | 0970 24502 135.000 EA | 147.53000 19916.55| 35.20000 4752.00| 150.00000 20250.00 NS REMOVE EXIST. REMOVE EXIST. & | | | SALVAGE GROUND MTD SIGN PANEL | | | 0980 24505 43.000 EA | 204.10000 8776.30| 100.59000 4325.37| 150.00000 6450.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | GROUND MTD SIGN PANEL | | | 0990 24600 184.000 M | 3.88000 713.92| 3.53000 649.52| 3.50000 644.00 REMOVE EXISTING GUARDRAIL | | | 1000 24702 82.000 EA | 116.47000 9550.54| 100.59000 8248.38| 25.00000 2050.00 NS REMOVE EXIST, REMOVE EXIST. & DISP | | | GR MTD SIGN STRUCTURE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -7 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 24703 287.400 M | 33.51000 9630.77| 169.81000 48803.39| 75.00000 21555.00 NS REMOVE EXIST. REMOVE EXIST. PIPE | | | 1020 24703 131.000 M | 10.59000 1387.29| 7.46000 977.26| 25.00000 3275.00 NS REMOVE EXIST. REMOVE EXIST. SWM POND | | | FENCE | | | 1030 24704 LUMP| 3327.69000 3327.69| 3017.55000 3017.55| 3000.00000 3000.00 NS REMOVE EXIST REMOVE EXIST. SIGNAL | | | EQUIPMENT (LOC. 1) | | | 1040 24704 LUMP| 5657.07000 5657.07| 5129.84000 5129.84| 5100.00000 5100.00 NS REMOVE EXIST REMOVE EXIST. SIGNAL | | | EQUIPMENT (LOC. 2) | | | 1050 24801 10.000 EA | 510.77000 5107.70| 1958.06000 19580.60| 1500.00000 15000.00 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET ... | | | 1060 24802 5.000 EA | 510.77000 2553.85| 1958.06000 9790.30| 1500.00000 7500.00 NS REMOVE EXIST. MANHOLE REMOVE EXIST. | | | MANHOLE ... | | | 1070 24803 5.000 EA | 508.40000 2542.00| 1958.06000 9790.30| 1500.00000 7500.00 NS REMOVE EXIST. ENDWALL REMOVE EXIST. | | | ENDWALL ... | | | 1080 24825 6.000 EA | 190.79000 1144.74| 173.01000 1038.06| 175.00000 1050.00 NS MODIFY EXIST. MODIFY EXIST. CAP & | | | ABANDON EXIST. CONDUIT | | | 1085 25002 35.000 M | 343.82000 12033.70| 75.00000 2625.00| 360.00000 12600.00 HANDRAIL HR-1 TYPE I | | | 1090 25004 221.000 M | 583.65000 128986.65| 230.98000 51046.58| 550.00000 121550.00 HANDRAIL HR-1 TYPE III | | | 1100 25505 36.000 MO | 2090.79000 75268.44| 1308.37000 47101.32| 1325.00000 47700.00 FIELD OFFICE TY.I | | | 1105 25561 4.000 DAY | 1919.24000 7676.96| 25000.00000 100000.00| 1000.00000 4000.00 FORMAL PARTNERING | | | 1110 26117 190.000 MTON| 60.38000 11472.20| 68.67000 13047.30| 55.00000 10450.00 DRY RIPRAP CL. AI | | | 1120 27012 1.700 HA | 4986.42000 8476.91| 13716.88000 23318.70| 5000.00000 8500.00 TOPSOIL CL. A 50 MM | | | 1130 27024 0.100 HA | 9972.85000 997.29| 195.00000 19.50| 1500.00000 150.00 NS TOPSOIL TOPSOIL CLASS A, 0 .152M | | | DEPTH | | | 1140 27030 426.000 CU M| 10.56000 4498.56| 26.51000 11293.26| 30.00000 12780.00 NS TOPSOIL TOPSOIL CL. A., 0.3M DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -8 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1150 27030 903.000 CU M| 52.15000 47091.45| 73.81000 66650.43| 68.00000 61404.00 NS TOPSOIL TOPSOIL CLASS A,30% COMPOST | | | AMENDED | | | 1160 27102 478.000 KG | 22.01000 10520.78| 19.96000 9540.88| 20.00000 9560.00 REGULAR SEED | | | 1170 27103 234.000 KG | 17.12000 4006.08| 15.52000 3631.68| 16.00000 3744.00 OVERSEEDING | | | 1180 27104 48.000 KG | 44.01000 2112.48| 39.91000 1915.68| 40.00000 1920.00 LEGUME SEED | | | 1190 27105 36.000 KG | 34.23000 1232.28| 31.04000 1117.44| 31.00000 1116.00 LEGUME OVERSEEDING | | | 1200 27215 1.100 MTON| 1352.37000 1487.61| 1226.34000 1348.97| 1220.00000 1342.00 FERTILIZER(15-30-15) | | | 1210 27250 16.000 MTON| 113.83000 1821.28| 103.22000 1651.52| 105.00000 1680.00 LIME | | | 1220 27300 1593.000 SQ M| 6.97000 11103.21| 6.32000 10067.76| 7.00000 11151.00 SOD | | | 1230 27321 110.000 SQ M| 2.65000 291.50| 2.66000 292.60| 2.40000 264.00 PROTECTIVE COVERING EC-2 | | | 1240 27327 200.000 SQ M| 18.25000 3650.00| 6.13000 1226.00| 16.50000 3300.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 1260 27415 16.000 EA | 142.37000 2277.92| 238.61000 3817.76| 200.00000 3200.00 CHECK DAM(ROCK) TY. II | | | 1270 27430 999.340 CU M| 7.71000 7704.91| 15.00000 14990.10| 10.00000 9993.40 SILTATION CONTROL EXCAVATION | | | 1280 27451 18.000 EA | 87.51000 1575.18| 132.64000 2387.52| 150.00000 2700.00 INLET PROTECTION TYPE A | | | 1290 27461 65.000 EA | 74.70000 4855.50| 170.54000 11085.10| 250.00000 16250.00 INLET PROTECTION TYPE B | | | 1300 27505 2509.000 M | 10.18000 25541.62| 8.25000 20699.25| 4.50000 11290.50 TEMP. SILT FENCE | | | 1310 27543 1420.000 SQ M| 6.40000 9088.00| 1.12000 1590.40| 15.00000 21300.00 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT IMPERMEABLE BASIN | | | LINER | | | 1320 27545 711.000 CU M| 12.60000 8958.60| 5.00000 3555.00| 15.00000 10665.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1330 27550 5.300 M | 1597.27000 8465.53| 3142.37000 16654.56| 3000.00000 15900.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -9 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 27552 16.000 MTON| 32.53000 520.48| 30.75000 492.00| 50.00000 800.00 NS NO. 57 STONE NO. 57 STONE ... | | | 1350 28810 137.000 UNIT| 31.61000 4330.57| 28.67000 3927.79| 30.00000 4110.00 MULCHING | | | 1360 38900 9.000 EA | 421.51000 3793.59| 382.22000 3439.98| 380.00000 3420.00 NS PLANT OR TREE PLANT OR TREE IRONWOOD | | | 1370 38900 334.000 EA | 8.39000 2802.26| 7.60000 2538.40| 8.00000 2672.00 NS PLANT OR TREE PLANT OR TREE JUST | | | PLUM HAPPY DAYLILY | | | 1380 38900 21.000 EA | 335.54000 7046.34| 304.27000 6389.67| 305.00000 6405.00 NS PLANT OR TREE PLANT OR TREE MOON | | | GLOW JUNIPER | | | 1390 38900 820.000 EA | 2.33000 1910.60| 2.11000 1730.20| 2.10000 1722.00 NS PLANT OR TREE PLANT OR TREE MOUNT | | | HOOD DAFFODIL | | | 1400 38900 234.000 EA | 49.92000 11681.28| 45.26000 10590.84| 45.00000 10530.00 NS PLANT OR TREE PLANT OR TREE PINK | | | BLUSH NANDINA | | | 1410 38900 138.000 EA | 37.71000 5203.98| 34.20000 4719.60| 34.00000 4692.00 NS PLANT OR TREE PLANT OR TREE PINK | | | MUHLY GRASS | | | 1420 38900 1023.000 EA | 8.59000 8787.57| 7.79000 7969.17| 8.00000 8184.00 NS PLANT OR TREE PLANT OR TREE RED HOT | | | RETURNS DAYLILY | | | 1430 38900 43.000 EA | 293.95000 12639.85| 266.55000 11461.65| 265.00000 11395.00 NS PLANT OR TREE PLANT OR TREE SKY | | | PENCIL HOLLY | | | 1440 38900 340.000 EA | 2.55000 867.00| 2.31000 785.40| 2.30000 782.00 NS PLANT OR TREE PLANT OR TREE TAHITI | | | DAFFODIL | | | 1450 38900 460.000 EA | 8.60000 3956.00| 7.80000 3588.00| 7.75000 3565.00 NS PLANT OR TREE PLANT OR TREE VANILLA | | | REPEAT DAYLILY | | | 1460 38900 2655.000 EA | 6.10000 16195.50| 5.53000 14682.15| 6.00000 15930.00 NS PLANT OR TREE PLANT OR TREE | | | VARIEGATED EVERGREEN LIRIOPE | | | 1470 38953 LUMP| 19798.99000 19798.99| 17954.43000 17954.43| 20000.00000 20000.00 NS LANDSCAPE LANDSCAPE PEDESTRIAN BRIDG | | | 1480 40002 75.000 M | 187.90000 14092.50| 62.66000 4699.50| 138.00000 10350.00 20 MM WATER SERVICE LINE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -10 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 40003 13.000 M | 192.20000 2498.60| 65.69000 853.97| 141.00000 1833.00 25 MM WATER SERVICE LINE | | | 1500 40007 9.000 M | 255.68000 2301.12| 278.60000 2507.40| 253.00000 2277.00 75 MM WATER SERVICE LINE | | | 1510 40061 103.000 M | 313.68000 32309.04| 495.90000 51077.70| 164.00000 16892.00 150 MM DI WATER MAIN | | | 1520 40081 32.000 M | 462.59000 14802.88| 737.83000 23610.56| 289.00000 9248.00 200 MM DI WATER MAIN | | | 1530 40121 243.000 M | 609.39000 148081.77| 490.69000 119237.67| 295.00000 71685.00 300 MM DI WATER MAIN | | | 1540 40161 1400.000 M | 423.84000 593376.00| 458.89000 642446.00| 263.00000 368200.00 400 MM DI WATER MAIN | | | 1550 40201 93.000 M | 369.02000 34318.86| 1164.53000 108301.29| 433.00000 40269.00 500 MM DI WATER MAIN | | | 1560 40241 1430.000 M | 580.50000 830115.00| 723.28000 1034290.40| 417.00000 596310.00 600 MM DI WATER MAIN | | | 1570 40406 21.000 EA | 1168.53000 24539.13| 1450.46000 30459.66| 2350.00000 49350.00 400 MM BEND | | | 1580 40410 7.000 EA | 1985.61000 13899.27| 2220.84000 15545.88| 2700.00000 18900.00 500 MM BEND | | | 1590 40412 18.000 EA | 2786.19000 50151.42| 3388.92000 61000.56| 5750.00000 103500.00 600 MM BEND | | | 1600 40422 10.000 EA | 2197.05000 21970.50| 1863.88000 18638.80| 1900.00000 19000.00 400 MM BRANCH | | | 1610 40426 2.000 EA | 2963.38000 5926.76| 3070.80000 6141.60| 8500.00000 17000.00 500 MM BRANCH | | | 1620 40428 7.000 EA | 4329.20000 30304.40| 3987.45000 27912.15| 5000.00000 35000.00 600 MM BRANCH | | | 1630 40444 2.000 EA | 1018.67000 2037.34| 1889.86000 3779.72| 3900.00000 7800.00 500 MM PLUG OR CAP | | | 1640 40464 1.000 EA | 1568.68000 1568.68| 1639.43000 1639.43| 3700.00000 3700.00 500 MM REDUCER | | | 1650 40466 1.000 EA | 3396.53000 3396.53| 2937.51000 2937.51| 5000.00000 5000.00 600 MM REDUCER | | | 1660 40991 21.000 M | 1980.00000 41580.00| 1749.57000 36740.97| 1000.00000 21000.00 NS WATER UTILITY WATER UTILITY 750MM | | | JACKED STEEL ENCASEMENT PIPE | | | 1670 40992 1.000 EA | 38983.82000 38983.82| 8520.54000 8520.54| 15000.00000 15000.00 NS WATER UTILITY WATER UTILITY CHECK | | | VALVE VAULT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -11 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1680 40992 1.000 EA | 19200.45000 19200.45| 21048.47000 21048.47| 20000.00000 20000.00 NS WATER UTILITY WATER UTILITY METER | | | VAULT | | | 1690 41006 10.000 EA | 1186.17000 11861.70| 1075.14000 10751.40| 994.00000 9940.00 150 MM GATE VALVE & BOX | | | 1700 41008 4.000 EA | 1401.16000 5604.64| 1564.52000 6258.08| 1250.00000 5000.00 200 MM GATE VALVE & BOX | | | 1710 41012 5.000 EA | 2555.02000 12775.10| 2600.79000 13003.95| 2000.00000 10000.00 300 MM GATE VALVE & BOX | | | 1720 41019 3.000 EA | 5394.80000 16184.40| 6528.54000 19585.62| 5200.00000 15600.00 400 MM BUTTERFLY VALVE & MANHOLE | | | 1730 41027 2.000 EA | 6163.00000 12326.00| 8396.89000 16793.78| 6200.00000 12400.00 500 MM BUTTERFLY VALVE & MANHOLE | | | 1740 41031 3.000 EA | 7238.00000 21714.00| 10363.48000 31090.44| 7200.00000 21600.00 600 MM BUTTERFLY VALVE & MANHOLE | | | 1750 41817 1.000 EA | 4177.38000 4177.38| 3754.40000 3754.40| 1500.00000 1500.00 100 MM BLOW-OFF VALVE & BOX | | | 1760 41820 5.000 EA | 1848.96000 9244.80| 3715.15000 18575.75| 2600.00000 13000.00 FIRE HYDRANT | | | 1770 41845 11.000 EA | 2388.13000 26269.43| 4616.08000 50776.88| 3300.00000 36300.00 50 MM AIR RELEASE VALVE & MANHOLE | | | 1780 41967 9.000 EA | 659.64000 5936.76| 1196.11000 10764.99| 900.00000 8100.00 18 MM WATER METER BOX & YOKE | | | 1790 42000 458.000 M | 260.81000 119450.98| 439.63000 201350.54| 161.00000 73738.00 NS SEWER PIPE SEWER PIPE 250MM SAN. | | | SEWER FORCE MAIN | | | 1800 42064 45.000 M | 245.86000 11063.70| 367.30000 16528.50| 292.00000 13140.00 150 MM SAN. SERVICE LATERAL CONNECTION | | | 1810 42082 89.000 M | 272.50000 24252.50| 482.35000 42929.15| 196.00000 17444.00 200 MM DI SAN. SEWER PIPE | | | 1820 42755 6.000 M | 835.85000 5015.10| 1157.51000 6945.06| 1250.00000 7500.00 SANITARY SEWER MANHOLE | | | 1830 42764 2.000 EA | 391.00000 782.00| 791.93000 1583.86| 800.00000 1600.00 MANHOLE FRAME & COVER F&C-1 | | | 1840 42765 7.000 EA | 317.18000 2220.26| 357.99000 2505.93| 650.00000 4550.00 ADJUST EXIST FRAME & COVER | | | 1850 42792 2.000 EA | 2870.69000 5741.38| 5295.21000 10590.42| 3700.00000 7400.00 50 MM AIR RELEASE VALVE & MANHOLE FM | | | 1860 42846 3.000 EA | 459.43000 1378.29| 1240.64000 3721.92| 800.00000 2400.00 150 MM SEWER CLEANOUT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -12 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1870 44301 1.000 EA | 968.27000 968.27| 1818.38000 1818.38| 900.00000 900.00 NS SEWER UTILITY SEWER UTILITY 20MM | | | WATER METER BOX & YOKE | | | 1880 44301 1.000 EA | 1959.84000 1959.84| 5060.42000 5060.42| 4100.00000 4100.00 NS SEWER UTILITY SEWER UTILITY 50MM | | | WATER METER BOX & YOKE | | | 1890 44301 2.000 EA | 2772.97000 5545.94| 1093.07000 2186.14| 4800.00000 9600.00 NS SEWER UTILITY SEWER UTILITY JUNCTION | | | BOX JB-S1 | | | 1900 45572 32.000 M | 541.34000 17322.88| 408.34000 13066.88| 394.00000 12608.00 450 MM STEEL ENCASE. PIPE | | | 1910 45592 44.000 M | 793.96000 34934.24| 663.41000 29190.04| 509.00000 22396.00 750 MM STEEL ENCASE. PIPE | | | 1920 45604 21.000 M | 2142.39000 44990.19| 2336.03000 49056.63| 1083.00000 22743.00 900 MM JACKED STEEL ENCASE. PIPE | | | 1930 49012 1.000 EA | 2218.37000 2218.37| 1500.00000 1500.00| 850.00000 850.00 NS UTILITIES UTILITIES RAISE TELEPHONE | | | COMM. LID | | | 1940 50019 3.000 EA | 285.06000 855.18| 402.34000 1207.02| 400.00000 1200.00 ROAD EDGE DELINEATOR ED-3, TY. I, D-2 | | | 1950 50108 116.000 SQ M| 323.88000 37570.08| 271.58000 31503.28| 270.00000 31320.00 SIGN PANEL | | | 1960 50490 156.000 EA | 498.03000 77692.68| 80.47000 12553.32| 80.00000 12480.00 CONCRETE FOUNDATION STP-1 | | | 1970 50900 225.000 M | 74.32000 16722.00| 56.33000 12674.25| 56.00000 12600.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 50.8 MM | | | 1980 50900 109.000 M | 74.32000 8100.88| 66.39000 7236.51| 66.00000 7194.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 55.56 MM | | | 1990 50900 442.000 M | 77.64000 34316.88| 182.06000 80470.52| 181.00000 80002.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 63.5 MM | | | 2000 50900 8.000 M | 74.32000 594.56| 82.48000 659.84| 82.00000 656.00 NS TRAFFIC SIGN TRAFFIC SIGN STEEL, | | | STP-1, 50.8MM | | | 2010 51030 1.000 EA | 19958.72000 19958.72| 18099.28000 18099.28| 17994.00000 17994.00 CONTROLLER | | | 2020 51184 95.000 EA | 235.15000 22339.25| 213.24000 20257.80| 212.00000 20140.00 TRAFFIC SIGNAL HEAD SECTION 305 MM LED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -13 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2030 51198 8.000 EA | 201.87000 1614.96| 183.07000 1464.56| 182.00000 1456.00 PEDESTRIAN ACTUATION PA-2 | | | 2040 51210 4.000 EA | 605.62000 2422.48| 549.20000 2196.80| 546.00000 2184.00 PEDESTAL POLE PF-2 3 M | | | 2050 51238 35.000 CU M| 917.30000 32105.50| 831.84000 29114.40| 827.00000 28945.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 2060 51240 4.000 EA | 565.69000 2262.76| 512.99000 2051.96| 510.00000 2040.00 CONCRETE FOUNDATION PF-2 | | | 2070 51248 1.000 EA | 1336.57000 1336.57| 1212.05000 1212.05| 1205.00000 1205.00 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 2080 51248 2.000 EA | 1327.70000 2655.40| 2408.01000 4816.02| 1197.00000 2394.00 NS CONC. FOUNDATION CONC. FOUNDATION | | | LF-1, MOD. | | | 2090 51425 5.000 EA | 8555.16000 42775.80| 7757.12000 38785.60| 7713.00000 38565.00 NS SIGNAL PLOE SIGNAL POLE MAST ARM | | | POLE TYPE III | | | 2100 51426 2.000 EA | 3251.03000 6502.06| 2948.15000 5896.30| 2931.00000 5862.00 NS MAST ARM MAST ARM 15.0 M | | | 2110 51426 2.000 EA | 5629.13000 11258.26| 5104.69000 10209.38| 5075.00000 10150.00 NS MAST ARM MAST ARM 18.5 M | | | 2120 51426 1.000 EA | 7163.13000 7163.13| 6495.78000 6495.78| 6458.00000 6458.00 NS MAST ARM MAST ARM 23.0 M | | | 2130 51600 1250.000 M | 3.16000 3950.00| 2.87000 3587.50| 3.00000 3750.00 14/2 CONDUCTOR CABLE | | | 2140 51601 275.000 M | 4.21000 1157.75| 3.82000 1050.50| 3.80000 1045.00 14/3 CONDUCTOR CABLE | | | 2150 51602 1000.000 M | 5.55000 5550.00| 5.03000 5030.00| 5.00000 5000.00 14/4 CONDUCTOR CABLE | | | 2160 51607 710.000 M | 7.21000 5119.10| 6.54000 4643.40| 6.50000 4615.00 14/7 CONDUCTOR CABLE | | | 2170 51614 410.000 M | 4.44000 1820.40| 4.02000 1648.20| 4.00000 1640.00 NS CONDUCTOR CABLE CONDUCTOR CABLE #8 | | | BOND WIRE | | | 2180 51614 12.000 M | 4.44000 53.28| 4.02000 48.24| 4.00000 48.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 8/1 | | | CONDUCTOR | | | 2190 51614 650.000 M | 4.77000 3100.50| 4.33000 2814.50| 4.30000 2795.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DET. CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -14 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2200 51614 280.000 M | 4.99000 1397.20| 4.53000 1268.40| 4.50000 1260.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | VIDEO DETECTION | | | 2205 51615 90.000 M | 3.33000 299.70| 15.00000 1350.00| 3.00000 270.00 14/1 ENCLOSED COND. CABLE | | | 2210 51618 330.000 M | 7.49000 2471.70| 6.79000 2240.70| 6.75000 2227.50 19/6 PAIR CONDUCTOR CABLE | | | 2215 51700 150.000 M | 3.60000 540.00| 20.00000 3000.00| 3.25000 487.50 14/2 CONDUCTOR CABLE SHIELDED | | | 2220 51830 28.000 EA | 230.71000 6459.88| 209.22000 5858.16| 208.00000 5824.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 2230 51838 8.000 EA | 145.30000 1162.40| 131.77000 1054.16| 131.00000 1048.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 2235 51912 15.000 M | 39.93000 598.95| 5.00000 75.00| 36.00000 540.00 SAW CUT 9 MM | | | 2236 51913 15.000 M | 47.70000 715.50| 10.00000 150.00| 43.00000 645.00 SAWCUT 16 MM | | | 2240 51962 2.000 EA | 1109.19000 2218.38| 1005.85000 2011.70| 1000.00000 2000.00 NS RELOCATE RELOCATE EXIST LIGHT POLE | | | 2250 51963 2.000 EA | 502.46000 1004.92| 455.65000 911.30| 453.00000 906.00 NS REMOVE REMOVE EXIST. LIGHT POLE | | | FOUNDATION | | | 2260 51980 1.000 L.S.| 5690.13000 5690.13| 5160.01000 5160.01| 5130.00000 5130.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMPORARY (LOC. 1) | | | 2270 51980 1.000 L.S.| 16415.97000 16415.97| 14886.59000 14886.59| 14800.00000 14800.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMPORARY (LOC. 2) | | | 2280 52000 LUMP| 5435.02000 5435.02| 4928.67000 4928.67| 4900.00000 4900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MODIFY EXISTING SIGNAL | | | EQUIP (LOC. 1) | | | 2290 52001 30.000 M | 22.74000 682.20| 20.62000 618.60| 20.50000 615.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 2300 52001 8.000 M | 99.83000 798.64| 90.53000 724.24| 90.00000 720.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 2310 52002 1.000 EA | 2872.80000 2872.80| 2605.15000 2605.15| 2590.00000 2590.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION AUX PREEMPTION OPTICAL | | | DETECTOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -15 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2321 52002 4.000 EA | 6066.15000 24264.60| 20000.00000 80000.00| 5469.00000 21876.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA TYPE II | | | 2330 52002 1.000 EA | 10592.74000 10592.74| 9605.87000 9605.87| 9550.00000 9550.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION, | | | 4-WAY | | | 2340 52002 5.000 EA | 1042.64000 5213.20| 945.50000 4727.50| 940.00000 4700.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM 4.9 M | | | 2350 52002 2.000 EA | 4597.58000 9195.16| 4169.25000 8338.50| 4145.00000 8290.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANCEIVER | | | 2360 52002 1.000 EA | 5313.01000 5313.01| 4818.02000 4818.02| 4790.00000 4790.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 2370 52002 4.000 EA | 268.42000 1073.68| 243.42000 973.68| 242.00000 968.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 2380 52002 1.000 EA | 957.23000 957.23| 868.05000 868.05| 863.00000 863.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 2390 52002 1.000 EA | 7764.31000 7764.31| 7040.95000 7040.95| 7000.00000 7000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION, TYPE II | | | 2400 52403 8.000 EA | 509.12000 4072.96| 461.69000 3693.52| 459.00000 3672.00 PEDESTRIAN SIGNAL HEAD SP-8 | | | 2410 52424 2.000 EA | 1441.94000 2883.88| 1307.61000 2615.22| 1300.00000 2600.00 ELECTRICAL SERVICE SE-3 TYPE A | | | 2420 54020 9000.000 M | 1.75000 15750.00| 1.13000 10170.00| 1.50000 13500.00 TYPE A PAVEMENT LINE MARKING 100 MM | | | 2430 54026 400.000 M | 6.38000 2552.00| 9.57000 3828.00| 10.00000 4000.00 TYPE A PAVEMENT LINE MARKING 300 MM | | | 2440 54028 145.000 M | 13.81000 2002.45| 12.54000 1818.30| 13.00000 1885.00 TYPE A PAVEMENT LINE MARKING 600 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -16 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2450 54032 9090.000 M | 5.67000 51540.30| 2.14000 19452.60| 3.00000 27270.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 2460 54034 3050.000 M | 8.49000 25894.50| 2.84000 8662.00| 3.00000 9150.00 TYPE B CLASS I PAVE. LINE MARKING 150 M | | | 2470 54037 115.000 M | 11.48000 1320.20| 3.43000 394.45| 4.00000 460.00 TYPE B CLASS I PAVE. LINE MARKING 200 M | | | 2480 54100 560.000 M | 18.36000 10281.60| 18.46000 10337.60| 18.00000 10080.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM. THERMOPLASTIC 300MM MARKING | | | 2490 54100 230.000 M | 36.21000 8328.30| 35.56000 8178.80| 35.00000 8050.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM. THERMOPLASTIC 600MM MARKING | | | 2500 54101 2.000 EA | 460.31000 920.62| 236.38000 472.76| 235.00000 470.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PRE THERMO R/R CROSS. (BIKE LN) MARKIN | | | 2510 54101 35.000 EA | 293.93000 10287.55| 81.47000 2851.45| 81.00000 2835.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM THERMO BICYCLE ARROW MARKING | | | 2520 54101 35.000 EA | 179.19000 6271.65| 166.97000 5843.95| 166.00000 5810.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM THERMO BICYCLE SYMBOL MARKING | | | 2530 54101 2.000 EA | 284.89000 569.78| 266.55000 533.10| 265.00000 530.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM THERMO PED MARKING | | | 2540 54101 4.000 EA | 870.71000 3482.84| 744.33000 2977.32| 740.00000 2960.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORM THERMO R/R CROSS. MARKING | | | 2550 54101 2.000 EA | 537.96000 1075.92| 623.63000 1247.26| 620.00000 1240.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO "ONLY" MARKING | | | 2560 54101 90.000 EA | 366.03000 32942.70| 168.98000 15208.20| 168.00000 15120.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO ELONG ARROW SINGLE MARK| | | 2570 54101 2.000 EA | 537.93000 1075.86| 623.63000 1247.26| 620.00000 1240.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO XING MARKING | | | 2580 54101 5.000 EA | 537.96000 2689.80| 65.38000 326.90| 65.00000 325.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO YIELD TRIANGLE MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -17 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2590 54101 5.000 EA | 737.61000 3688.05| 296.73000 1483.65| 295.00000 1475.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOELONG ARROW (DBL) MARK | | | 2600 54105 4565.000 M | 3.72000 16981.80| 2.34000 10682.10| 3.00000 13695.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2610 54106 21.000 SQ M| 11.48000 241.08| 10.24000 215.04| 10.00000 210.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 2620 54217 475.000 EA | 42.98000 20415.50| 23.03000 10939.25| 30.00000 14250.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 2630 54240 96.000 EA | 11.65000 1118.40| 9.66000 927.36| 10.00000 960.00 TEMP. PAVE. MARKER 1 WAY | | | 2640 54242 96.000 EA | 11.92000 1144.32| 9.66000 927.36| 10.00000 960.00 TEMP. PAVE. MARKER 2 WAY | | | 2650 54300 32.000 EA | 366.03000 11712.96| 68.40000 2188.80| 68.00000 2176.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2660 54310 4.000 EA | 737.61000 2950.44| 135.79000 543.16| 135.00000 540.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 2670 54466 6000.000 M | 8.23000 49380.00| 5.67000 34020.00| 6.00000 36000.00 CONSTR. PAVE. MARKING (TY. E) 150MM | | | 2680 54512 6800.000 M | 5.31000 36108.00| 3.69000 25092.00| 4.00000 27200.00 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 2690 55080 1090.000 M | 4.44000 4839.60| 4.02000 4381.80| 4.00000 4360.00 8 CONDUCTOR CABLE | | | 2700 55502 4.000 EA | 393.76000 1575.04| 357.08000 1428.32| 355.00000 1420.00 LUMINAIRE 250 WATT H.P.S. | | | 2710 55504 4.000 EA | 458.09000 1832.36| 415.42000 1661.68| 413.00000 1652.00 LUMINAIRE 400 WATT H.P.S. | | | 2720 55586 4.000 EA | 814.14000 3256.56| 738.30000 2953.20| 734.00000 2936.00 JUNCTION BOX JB-S1 | | | 2730 55587 15.000 EA | 876.26000 13143.90| 794.62000 11919.30| 790.00000 11850.00 JUNCTION BOX JB-S2 | | | 2740 55588 4.000 EA | 1109.19000 4436.76| 1005.85000 4023.40| 1000.00000 4000.00 JUNCTION BOX JB-S3 | | | 2745 56021 9.000 M | 25.51000 229.59| 50.00000 450.00| 23.00000 207.00 25 MM PVC CONDUIT | | | 2750 56014 10.000 EA | 110.92000 1109.20| 100.59000 1005.90| 100.00000 1000.00 ELECT. SER. GRD. ELECTRODE(3M) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -18 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2760 56030 1700.000 M | 11.54000 19618.00| 10.46000 17782.00| 10.40000 17680.00 50 MM CONDUIT | | | 2770 56034 575.000 M | 15.53000 8929.75| 14.08000 8096.00| 14.00000 8050.00 80 MM CONDUIT | | | 2780 56050 20.000 M | 86.52000 1730.40| 78.46000 1569.20| 78.00000 1560.00 BORED CONDUIT 50 MM | | | 2790 56051 825.000 M | 72.10000 59482.50| 65.38000 53938.50| 65.00000 53625.00 BORED CONDUIT 80 MM | | | 2800 56055 132.000 M | 17.19000 2269.08| 74.56000 9841.92| 15.50000 2046.00 100 MM PVC CONDUIT | | | 2810 56200 2130.000 M | 18.86000 40171.80| 17.10000 36423.00| 17.00000 36210.00 TRENCH EXCAVATION ECI-1 | | | 2820 56202 75.000 M | 72.10000 5407.50| 65.38000 4903.50| 65.00000 4875.00 TRENCH EXCAVATION ECI-2 | | | 2830 56205 5.000 EA | 1109.19000 5545.95| 201.17000 1005.85| 1000.00000 5000.00 TEST BORE | | | 2840 61700 12188.000 KG | 2.21000 26935.48| 2.21000 26935.48| 2.50000 30470.00 REINF. STEEL | | | 2850 61701 14129.000 KG | 4.36000 61602.44| 3.32000 46908.28| 5.00000 70645.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 2860 62536 LUMP| 760000.00000 760000.00| 764446.47000 764446.47| 1000000.00000 1000000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE PRE-FAB PRATT TRUSS (4 | | | SPANS) | | | 2870 62536 LUMP| 303000.00000 303000.00| 304772.74000 304772.74| 550000.00000 550000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE PRE-FAB TRUSS THRUST | | | ARCH BRIDGE | | | 2880 64011 374.000 CU M| 14.39000 5381.86| 28.25000 10565.50| 60.00000 22440.00 STRUCTURE EXCAVATION | | | 2890 65013 324.000 CU M| 533.54000 172866.96| 501.90000 162615.60| 925.00000 299700.00 CONCRETE CLASS 20 | | | 2900 65095 110.000 CU M| 1332.16000 146537.60| 1102.47000 121271.70| 2350.00000 258500.00 NS CONCRETE CONCRETE CLASS 35 CONCRETE | | | 2910 66921 108.000 M | 3740.00000 403920.00| 2966.85000 320419.80| 4920.00000 531360.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE DRILLED SHAFT 1371 MM | | | 2920 66921 64.000 M | 27.89000 1784.96| 28.05000 1795.20| 25.00000 1600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELECTRICAL CONDUIT 50. | | | 8MM,PULLBOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -19 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2930 66921 89.000 M | 6085.00000 541565.00| 4972.51000 442553.39| 4720.00000 420080.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ROCK SOCKET 1371 MM | | | 2940 66921 1452.000 M | 450.00000 653400.00| 83.23000 120849.96| 155.00000 225060.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STONE COLUMNS | | | 2950 66921 44.000 M | 364.17000 16023.48| 2232.99000 98251.56| 680.00000 29920.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TOWER ARCHI PREC CONC ROOF | | | COPING | | | 2960 66924 13.000 EA | 2220.00000 28860.00| 2011.70000 26152.10| 5800.00000 75400.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CROSSHOLE SONIC | | | LOGGING | | | 2970 66924 4.000 EA | 2220.00000 8880.00| 2232.99000 8931.96| 3300.00000 13200.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE METAL FRAME ACCESS DOOR| | | 2980 66924 7.000 EA | 555.00000 3885.00| 558.25000 3907.75| 675.00000 4725.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PIPE BOLLARDS | | | 2990 66924 8.000 EA | 5400.00000 43200.00| 5431.59000 43452.72| 2800.00000 22400.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ROOF DRAINS AND | | | APPURTENANCES | | | 3000 67904 LUMP| 3493.94000 3493.94| 3514.38000 3514.38| 40000.00000 40000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS 152MM BRIDGE DRAIN PIPING | | | 3010 70000 LUMP| 491.42000 491.42| 1197.26000 1197.26| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 010, D-700 SIGN | | | 3020 70000 LUMP| 491.43000 491.43| 391.18000 391.18| 5500.00000 5500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 012, D-901 FENCE | | | 3030 70000 LUMP| 110.92000 110.92| 89.94000 89.94| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 016, D-702 SIGN | | | 3040 70000 LUMP| 491.42000 491.42| 89.94000 89.94| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 081, D-710 SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K05 -20 TABULATION OF BIDS CALL ORDER : K05 CONTRACT ID : C00008746C01 COUNTIES : CHRISTIANSBURG LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F006 |( 3 ) B319 |DLB, INC. |FAULCONER CONSTRUCTION COMP |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3050 70000 LUMP| 526.77000 526.77| 89.94000 89.94| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 081, D-711 SIGN | | | 3060 70000 LUMP| 526.77000 526.77| 89.94000 89.94| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 081, D-712 SIGN | | | 3070 70000 LUMP| 526.77000 526.77| 89.94000 89.94| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 081, D-713 SIGN | | | 3080 70000 LUMP| 526.77000 526.77| 2993.22000 2993.22| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 081, D-714 SIGN | | | 3090 70200 LUMP| 756.58000 756.58| 1.00000 1.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 010 | | | 3100 70200 LUMP| 756.58000 756.58| 1.00000 1.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 012 | | | 3110 70200 LUMP| 756.58000 756.58| 1.00000 1.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 064 | | | 3120 70200 LUMP| 756.58000 756.58| 1.00000 1.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 097 | | | SECTION TOTALS | $ 13,553,154.96| $ 13,731,604.87| $ 13,853,243.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,553,154.96| $ 13,731,604.87| $ 13,853,243.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K39 -1 TABULATION OF BIDS CALL ORDER : K39 CONTRACT ID : C00085428B69C COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/26/12 COMPLETION DATE PROJECT(S) : 0650-053-919, B669 FED # BR-5401(281) 0650-053-919, M501 FED # BR-5401(281) CONTRACT DESCRIPTION: ROUTE 650 (GLEEDSVILLE ROAD) OVER SYCOLIN CREEK FR: 0.120 MI. SOUTH SYCOLIN CREEK TO: 0.100 MI. NORTH SYCOLIN CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,778,322.82 100.0000% 2 M640 MARTINS CONSTRUCTION CORP. $ 1,823,055.00 102.5154% 3 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 1,855,271.00 104.3270% 4 A648 A & M CONCRETE CORP. $ 1,899,065.55 106.7897% ==================================================================================================================================== |( 1 ) F034 |( 2 ) M640 |( 3 ) F031 |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. |FLIPPO CONSTRUCTION COMPANY, IN 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| 30000.00000 30000.00| 120000.00000 120000.00| 120000.00000 120000.00 MOBILIZATION | | | 0020 00102 LUMP| 15000.00000 15000.00| 19500.00000 19500.00| 31105.00000 31105.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 18000.00000 18000.00| 15000.00000 15000.00| 6745.00000 6745.00 CLEARING AND GRUBBING | | | 0040 00120 4070.000 CY | 30.00000 122100.00| 23.50000 95645.00| 25.10000 102157.00 REGULAR EXCAVATION | | | 0050 00140 2670.000 CY | 30.00000 80100.00| 38.00000 101460.00| 33.50000 89445.00 BORROW EXCAVATION | | | 0060 00270 2573.000 TON | 30.00000 77190.00| 25.00000 64325.00| 23.00000 59179.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00355 1868.000 SY | 4.15000 7752.20| 2.00000 3736.00| 3.25000 6071.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00525 1.000 CY | 2380.00000 2380.00| 750.00000 750.00| 414.00000 414.00 CONCRETE CLASS A3 MISC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K39 -2 TABULATION OF BIDS CALL ORDER : K39 CONTRACT ID : C00085428B69C COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) M640 |( 3 ) F031 |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00590 58.000 LF | 22.00000 1276.00| 13.00000 754.00| 16.00000 928.00 COMB. UNDERDRAIN CD-1 | | | 0100 00591 44.000 LF | 22.00000 968.00| 15.00000 660.00| 20.00000 880.00 COMB. UNDERDRAIN CD-2 | | | 0110 00595 82.000 LF | 25.00000 2050.00| 7.50000 615.00| 19.00000 1558.00 OUTLET PIPE | | | 0120 00596 6.000 EA | 2380.00000 14280.00| 365.00000 2190.00| 505.00000 3030.00 ENDWALL EW-12 | | | 0130 00700 33.000 LF | 100.00000 3300.00| 45.00000 1485.00| 6.00000 198.00 POST INSTALLATION INSPECTION | | | 0140 01150 33.000 LF | 75.00000 2475.00| 35.00000 1155.00| 130.50000 4306.50 15" PIPE | | | 0150 01152 52.000 LF | 90.00000 4680.00| 36.00000 1872.00| 79.00000 4108.00 15" CONC. PIPE | | | 0160 06150 2.000 EA | 1430.00000 2860.00| 520.00000 1040.00| 549.00000 1098.00 15" END SECTION ES-1 OR 2 | | | 0170 08962 2.000 EA | 3857.00000 7714.00| 1660.00000 3320.00| 4532.00000 9064.00 DROP INLET DI-13 TY.1 | | | 0180 09148 5.000 TON | 171.00000 855.00| 60.00000 300.00| 173.00000 865.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0190 09250 2.000 EA | 477.00000 954.00| 350.00000 700.00| 2788.00000 5576.00 SLOPE DRAIN | | | 0200 10128 2747.000 TON | 22.50000 61807.50| 26.00000 71422.00| 27.00000 74169.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0210 10610 536.000 TON | 84.00000 45024.00| 95.00000 50920.00| 86.50000 46364.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0220 10635 400.000 TON | 95.00000 38000.00| 108.00000 43200.00| 89.81000 35924.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0230 10642 1135.000 TON | 79.00000 89665.00| 90.00000 102150.00| 85.00000 96475.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0240 12322 226.000 LF | 24.00000 5424.00| 29.00000 6554.00| 15.00000 3390.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0250 12505 10.000 TON | 245.00000 2450.00| 300.00000 3000.00| 337.00000 3370.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0260 13320 495.000 LF | 20.00000 9900.00| 22.50000 11137.50| 25.00000 12375.00 GUARDRAIL GR-2 | | | 0270 13323 223.000 LF | 30.00000 6690.00| 30.50000 6801.50| 30.00000 6690.00 GUARDRAIL GR-2A | | | 0280 13345 4.000 EA | 2619.00000 10476.00| 2440.00000 9760.00| 2251.00000 9004.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K39 -3 TABULATION OF BIDS CALL ORDER : K39 CONTRACT ID : C00085428B69C COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) M640 |( 3 ) F031 |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 13383 4.000 EA | 2252.00000 9008.00| 2315.00000 9260.00| 2026.00000 8104.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0300 23560 77.000 LF | 3.15000 242.55| 3.50000 269.50| 4.00000 308.00 TEMP. SAFETY FENCE 4' | | | 0310 24100 90.000 HR | 62.00000 5580.00| 33.00000 2970.00| 80.00000 7200.00 ALLAYING DUST | | | 0320 24152 4.000 EA | 214.00000 856.00| 300.00000 1200.00| 257.00000 1028.00 TYPE III BARRICADE 8' | | | 0330 24160 323.000 SF | 23.81000 7690.63| 16.00000 5168.00| 16.00000 5168.00 CONSTRUCTION SIGNS | | | 0340 24260 32.000 TON | 57.15000 1828.80| 26.00000 832.00| 43.50000 1392.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0350 24287 720.000 DAY | 14.30000 10296.00| 2.50000 1800.00| 3.00000 2160.00 WARNING LIGHT TY. A | | | 0360 24430 2638.000 SY | 4.76000 12556.88| 8.50000 22423.00| 5.50000 14509.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 26127 689.000 TON | 76.00000 52364.00| 50.00000 34450.00| 82.00000 56498.00 DRY RIPRAP CL.I 26" | | | 0380 27102 240.000 LB | 16.76000 4022.40| 17.50000 4200.00| 14.00000 3360.00 REGULAR SEED | | | 0390 27103 149.000 LB | 18.86000 2810.14| 20.00000 2980.00| 14.00000 2086.00 OVERSEEDING | | | 0400 27215 1.000 TON | 524.00000 524.00| 575.00000 575.00| 1600.00000 1600.00 FERTILIZER(15-30-15) | | | 0410 27250 5.000 TON | 733.00000 3665.00| 750.00000 3750.00| 515.00000 2575.00 LIME | | | 0420 27321 244.000 SY | 1.20000 292.80| 3.00000 732.00| 1.50000 366.00 PROTECTIVE COVERING EC-2 | | | 0430 27325 336.000 SY | 1.84000 618.24| 3.00000 1008.00| 2.00000 672.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0440 27415 41.000 EA | 335.00000 13735.00| 325.00000 13325.00| 388.00000 15908.00 CHECK DAM(ROCK) TY. II | | | 0450 27430 303.000 CY | 9.50000 2878.50| 25.00000 7575.00| 32.50000 9847.50 SILTATION CONTROL EXCAVATION | | | 0460 27461 2.000 EA | 240.00000 480.00| 550.00000 1100.00| 186.00000 372.00 INLET PROTECTION TYPE B | | | 0470 27505 1648.000 LF | 9.00000 14832.00| 1.00000 1648.00| 2.00000 3296.00 TEMP. SILT FENCE | | | 0480 27526 157.000 LF | 73.00000 11461.00| 45.00000 7065.00| 21.00000 3297.00 TURBIDITY CURTAIN, IMPERVIOUS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K39 -4 TABULATION OF BIDS CALL ORDER : K39 CONTRACT ID : C00085428B69C COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) M640 |( 3 ) F031 |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 50108 10.000 SF | 45.00000 450.00| 20.00000 200.00| 29.00000 290.00 SIGN PANEL | | | 0500 50204 200.000 LF | 19.00000 3800.00| 3.00000 600.00| 6.00000 1200.00 SIGN POST WOOD 4" X 4" | | | 0510 50206 241.000 LF | 24.00000 5784.00| 3.50000 843.50| 14.00000 3374.00 SIGN POST WOOD 6" X 6" | | | 0520 50430 21.000 LF | 48.00000 1008.00| 45.00000 945.00| 8.00000 168.00 SIGN POST STP-1 2" | | | 0530 50663 2.000 EA | 715.00000 1430.00| 85.00000 170.00| 940.00000 1880.00 REMOVE, SALVAGE SIGN STRUCT. TY. VA | | | 0540 51910 52.000 LF | 9.52000 495.04| 10.00000 520.00| 6.00000 312.00 SAW CUT | | | 0550 54032 4899.000 LF | 0.61000 2988.39| 1.00000 4899.00| 1.00000 4899.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0560 60404 66.000 CY | 803.00000 52998.00| 850.00000 56100.00| 785.00000 51810.00 CONCRETE CLASS A4 | | | 0570 60420 56.000 CY | 387.00000 21672.00| 305.00000 17080.00| 204.00000 11424.00 NS CONCRETE CONCRETE CLASS A3 CONCRETE | | | (APPR. SLAB) | | | 0580 60452 9180.000 LB | 1.05000 9639.00| 1.50000 13770.00| 1.05000 9639.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0590 60490 240.000 SY | 14.30000 3432.00| 15.00000 3600.00| 12.25000 2940.00 BRIDGE DECK GROOVING | | | 0600 61701 16970.000 LB | 1.81000 30715.70| 2.10000 35637.00| 1.90000 32243.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0610 61822 61000.000 LS | 113000.00000 113000.00| 111115.00000 111115.00| 126150.00000 126150.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | 0620 62031 143.000 LF | 215.00000 30745.00| 250.00000 35750.00| 279.00000 39897.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0630 62506 80.000 LF | 57.00000 4560.00| 30.00000 2400.00| 42.00000 3360.00 NS JOINT SEALER JOINT SEALER PREFORMED | | | JOINT SEALER 1/2" | | | 0640 64005 2300.000 TON | 30.00000 69000.00| 27.00000 62100.00| 25.00000 57500.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0650 64011 1360.000 CY | 45.00000 61200.00| 29.00000 39440.00| 47.00000 63920.00 STRUCTURE EXCAVATION | | | 0660 64030 90.000 CY | 57.00000 5130.00| 60.00000 5400.00| 85.50000 7695.00 POROUS BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K39 -5 TABULATION OF BIDS CALL ORDER : K39 CONTRACT ID : C00085428B69C COUNTIES : LOUDOUN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) M640 |( 3 ) F031 |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 64036 180.000 LF | 29.00000 5220.00| 10.00000 1800.00| 42.50000 7650.00 PIPE UNDERDRAIN 6" | | | 0680 65013 425.000 CY | 477.00000 202725.00| 425.00000 180625.00| 457.00000 194225.00 CONCRETE CLASS A3 | | | 0690 65200 19230.000 LB | 1.05000 20191.50| 1.75000 33652.50| 1.10000 21153.00 REINF. STEEL | | | 0700 65201 22255.000 LB | 1.81000 40281.55| 2.10000 46735.50| 2.00000 44510.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0710 65821 92.000 LF | 210.00000 19320.00| 270.00000 24840.00| 335.00000 30820.00 RAILING,KANSAS CORRAL 27"W/OUT CURB | | | 0720 66120 2.000 EA | 25000.00000 50000.00| 57660.00000 115320.00| 48546.00000 97092.00 COFFERDAM | | | 0730 66127 590.000 TON | 77.00000 45430.00| 52.00000 30680.00| 79.00000 46610.00 DRY RIPRAP CL.I 26" | | | 0740 66801 40.000 SY | 30.00000 1200.00| 90.00000 3600.00| 79.00000 3160.00 WATERPROOFING | | | 0750 66920 585.000 CY | 100.00000 58500.00| 120.00000 70200.00| 15.00000 8775.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ROCK EXCAVATION | | | 0760 66924 10.000 EA | 477.00000 4770.00| 895.00000 8950.00| 854.00000 8540.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTOMERIC BEARING PAD | | | 0770 67900 LUMP| 84000.00000 84000.00| 49300.00000 49300.00| 88500.00000 88500.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. 6041 | | | 0780 70520 LUMP| 9525.00000 9525.00| 5000.00000 5000.00| 11300.00000 11300.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | REMOVAL OF TYPE B STRUCTURE | | | SECTION TOTALS | $ 1,778,322.82| $ 1,823,055.00| $ 1,855,271.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,778,322.82| $ 1,823,055.00| $ 1,855,271.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K59 -1 TABULATION OF BIDS CALL ORDER : K59 CONTRACT ID : C00100939N01B COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/30/13 COMPLETION DATE PROJECT(S) : (NFO) PM05-965-088, N501 FED # STP-965-5(072) CONTRACT DESCRIPTION: REGIONAL PVMT MRKR/MRKING - HMPT RDS DIST FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 1,728,150.00 100.0000% 2 S550 SPIVEY PAVEMENT MARKINGS, INC. $ 1,934,170.00 111.9214% ==================================================================================================================================== |( 1 ) I198 |( 2 ) S550 |( ) |INTERSTATE ROAD MANAGEMENT |SPIVEY PAVEMENT MARKINGS, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 50000.000 LF | 0.65000 32500.00| 1.25000 62500.00| RUMBLE STRIP, ASPHALT | | | 0020 10701 8500.000 SY | 3.00000 25500.00| 4.60000 39100.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 24272 4000.000 HR | 2.00000 8000.00| 5.00000 20000.00| TRUCK MOUNTED ATTENUATOR | | | 0040 24278 500.000 DAY | 2.00000 1000.00| 2.00000 1000.00| GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 1000.000 HR | 1.50000 1500.00| 7.50000 7500.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 4000.000 HR | 2.00000 8000.00| 2.00000 8000.00| ELECTRONIC ARROW | | | 0070 24282 1000.000 HR | 20.00000 20000.00| 20.00000 20000.00| FLAGGER SERVICE | | | 0080 54020 1000000.000 LF | 0.10000 100000.00| 0.11000 110000.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0090 54022 100000.000 LF | 0.15000 15000.00| 0.19000 19000.00| TYPE A PAVEMENT LINE MARKING 6" | | | 0100 54024 50000.000 LF | 0.20000 10000.00| 0.30000 15000.00| TYPE A PAVEMENT LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K59 -2 TABULATION OF BIDS CALL ORDER : K59 CONTRACT ID : C00100939N01B COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) I198 |( 2 ) S550 |( ) |INTERSTATE ROAD MANAGEMENT |SPIVEY PAVEMENT MARKINGS, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 54032 100000.000 LF | 0.55000 55000.00| 0.48000 48000.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 50000.000 LF | 0.65000 32500.00| 0.71000 35500.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54037 5000.000 LF | 1.00000 5000.00| 1.50000 7500.00| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0140 54040 2500.000 LF | 12.00000 30000.00| 4.00000 10000.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 5000.000 LF | 13.00000 65000.00| 5.50000 27500.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54049 500000.000 LF | 0.50000 250000.00| 0.58000 290000.00| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0170 54050 200000.000 LF | 0.59000 118000.00| 0.85000 170000.00| TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0180 54051 10000.000 LF | 0.79000 7900.00| 2.20000 22000.00| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0190 54053 10000.000 LF | 2.25000 22500.00| 3.30000 33000.00| TYPE B CLASS III PAVE. LINE MARKING 12" | | | 0200 54075 10000.000 LF | 3.65000 36500.00| 2.62000 26200.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0210 54076 15000.000 LF | 4.65000 69750.00| 3.83000 57450.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0220 54077 5000.000 LF | 5.65000 28250.00| 4.89000 24450.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0230 54078 5000.000 LF | 8.00000 40000.00| 8.00000 40000.00| TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0240 54101 1000.000 EA | 7.00000 7000.00| 2.50000 2500.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | RAISED 1 WAY | | | 0250 54101 2000.000 EA | 7.00000 14000.00| 2.50000 5000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | RAISED 2 WAY | | | 0260 54101 30000.000 EA | 3.00000 90000.00| 0.70000 21000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | RAISED SNOWPLOWABLE INSPECTION | | | 0270 54105 500000.000 LF | 0.35000 175000.00| 0.42000 210000.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0280 54106 5000.000 SF | 4.00000 20000.00| 4.00000 20000.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K59 -3 TABULATION OF BIDS CALL ORDER : K59 CONTRACT ID : C00100939N01B COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) I198 |( 2 ) S550 |( ) |INTERSTATE ROAD MANAGEMENT |SPIVEY PAVEMENT MARKINGS, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 54210 50.000 EA | 75.00000 3750.00| 50.00000 2500.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0300 54216 30000.000 EA | 8.50000 255000.00| 12.50000 375000.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0310 54217 2000.000 EA | 23.00000 46000.00| 25.00000 50000.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0320 54218 500.000 EA | 24.00000 12000.00| 45.00000 22500.00| SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0330 54300 200.000 EA | 200.00000 40000.00| 100.00000 20000.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0340 54310 20.000 EA | 400.00000 8000.00| 250.00000 5000.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0350 54400 5.000 EA | 400.00000 2000.00| 300.00000 1500.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0360 54401 10.000 EA | 600.00000 6000.00| 550.00000 5500.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0370 54402 10.000 EA | 250.00000 2500.00| 500.00000 5000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., HOV | | | DIAMOND | | | 0380 54402 10.000 EA | 400.00000 4000.00| 250.00000 2500.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., BIKE ARROW| | | 0390 54402 2.000 EA | 250.00000 500.00| 325.00000 650.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., BIKE | | | SYMBOL | | | 0400 54402 20.000 EA | 300.00000 6000.00| 550.00000 11000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., ELONG. | | | ARROW, DBL | | | 0410 54402 10.000 EA | 400.00000 4000.00| 600.00000 6000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., SCHOOL | | | ZONE | | | 0420 54402 10.000 EA | 800.00000 8000.00| 850.00000 8500.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO., R/R CROSSING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K59 -4 TABULATION OF BIDS CALL ORDER : K59 CONTRACT ID : C00100939N01B COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) I198 |( 2 ) S550 |( ) |INTERSTATE ROAD MANAGEMENT |SPIVEY PAVEMENT MARKINGS, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 54402 100.000 EA | 300.00000 30000.00| 450.00000 45000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREFORMED THERMO.ELONG. ARROW, | | | SINGLE | | | 0440 54402 20.000 EA | 75.00000 1500.00| 55.00000 1100.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING THERMO., YIELD SYMBOL, 24"X36" | | | 0450 54402 10.000 EA | 350.00000 3500.00| 1222.00000 12220.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY. B CL. VI CONTRAST, HOV | | | DIAMOND | | | 0460 54404 10.000 EA | 750.00000 7500.00| 800.00000 8000.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,728,150.00| $ 1,934,170.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,728,150.00| $ 1,934,170.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K69 -1 TABULATION OF BIDS CALL ORDER : K69 CONTRACT ID : C00101589N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/21/12 COMPLETION DATE PROJECT(S) : 0058-087-611, N501 FED # NONE CONTRACT DESCRIPTION: REHABILITATION CONCRETE PAVEMENT ROUTE 58 WBL FR: ROUTE 653 TO: 0.75 MI WEST OF ROUTE 35 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H611 HI-WAY PAVING, INC. $ 7,885,334.10 100.0000% 2 W488 E. V. WILLIAMS, INC. $ 8,371,162.90 106.1612% 3 B850 BRANSCOME INC. $ 9,997,861.92 126.7906% ==================================================================================================================================== |( 1 ) H611 |( 2 ) W488 |( 3 ) B850 |HI-WAY PAVING, INC. |E. V. WILLIAMS, INC. |BRANSCOME INC. 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| 400000.00000 400000.00| 425000.00000 425000.00| 489620.19000 489620.19 MOBILIZATION | | | 0020 00102 LUMP| 80000.00000 80000.00| 66623.96000 66623.96| 231677.97000 231677.97 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 500000.00000 500000.00| 350000.00000 350000.00| 514183.09000 514183.09 GRADING | | | 0040 00142 25600.000 CY | 12.00000 307200.00| 0.01000 256.00| 16.45000 421120.00 BORROW EXCAVATION MIN. CBR-20 | | | 0050 00525 25.000 CY | 1500.00000 37500.00| 1200.00000 30000.00| 1198.62000 29965.50 CONCRETE CLASS A3 MISC. | | | 0060 00595 200.000 LF | 20.00000 4000.00| 4.59000 918.00| 4.98000 996.00 OUTLET PIPE | | | 0061 00596 40.000 EA | 600.00000 24000.00| 778.02000 31120.80| 844.44000 33777.60 ENDWALL EW-12 | | | 0062 00597 1640.000 LF | 20.00000 32800.00| 25.00000 41000.00| 11.96000 19614.40 UNDERDRAIN UD-7 | | | 0070 01150 120.000 LF | 85.00000 10200.00| 40.73000 4887.60| 60.18000 7221.60 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K69 -2 TABULATION OF BIDS CALL ORDER : K69 CONTRACT ID : C00101589N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H611 |( 2 ) W488 |( 3 ) B850 |HI-WAY PAVING, INC. |E. V. WILLIAMS, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 01186 400.000 LF | 65.00000 26000.00| 33.07000 13228.00| 56.19000 22476.00 STORM SEWER PIPE 18" | | | 0090 08990 5.000 EA | 1250.00000 6250.00| 755.98000 3779.90| 1633.28000 8166.40 NS DROP INLET DROP INLET GRATES | | | 0100 09148 100.000 TON | 100.00000 10000.00| 52.14000 5214.00| 111.16000 11116.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 09185 377.500 SY | 65.00000 24537.50| 53.40000 20158.50| 53.94000 20362.35 PAVED DITCH PG-2A | | | 0120 10123 2185.000 TON | 40.00000 87400.00| 40.00000 87400.00| 36.25000 79206.25 AGGR. BASE MATL. TY. I NO. 21A | | | 0130 10128 2500.000 TON | 40.00000 100000.00| 40.00000 100000.00| 36.10000 90250.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10608 2701.000 TON | 114.00000 307914.00| 129.52000 349833.52| 114.00000 307914.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0150 10610 2260.000 TON | 120.96000 273369.60| 134.84000 304738.40| 114.00000 257640.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10625 1498.000 SY | 10.00000 14980.00| 9.14000 13691.72| 7.99000 11969.02 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0170 10630 20070.000 SY | 2.00000 40140.00| 3.09000 62016.30| 3.52000 70646.40 FLEXIBLE PAVEMENT PLANING | | | 0180 10642 2969.000 TON | 100.00000 296900.00| 113.62000 337337.78| 100.00000 296900.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0210 13310 12.500 LF | 80.00000 1000.00| 90.89000 1136.13| 97.72000 1221.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0220 13315 6.000 EA | 750.00000 4500.00| 852.12000 5112.72| 916.12000 5496.72 GUARDRAIL TERMINAL GR-11 | | | 0230 13320 3535.000 LF | 15.50000 54792.50| 17.61000 62251.35| 18.93000 66917.55 GUARDRAIL GR-2 | | | 0240 13345 5.000 EA | 2200.00000 11000.00| 2499.55000 12497.75| 2687.28000 13436.40 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0250 13355 100.000 LF | 21.00000 2100.00| 23.86000 2386.00| 25.65000 2565.00 GUARDRAIL GR-10 | | | 0260 13460 24.000 LF | 130.00000 3120.00| 60.27000 1446.48| 124.29000 2982.96 MEDIAN BARRIER MB-7D | | | 0270 13604 4.000 EA | 8500.00000 34000.00| 25000.00000 100000.00| 12673.00000 50692.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0280 14502 86.000 LB | 4.00000 344.00| 1.15000 98.90| 3.60000 309.60 REINFORCING STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K69 -3 TABULATION OF BIDS CALL ORDER : K69 CONTRACT ID : C00101589N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H611 |( 2 ) W488 |( 3 ) B850 |HI-WAY PAVING, INC. |E. V. WILLIAMS, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 15305 1450.000 SY | 130.00000 188500.00| 213.60000 309720.00| 209.76000 304152.00 PATCHING CEMENT CONC. PAVE., TYPE IV-A | | | 0300 15309 30976.000 SY | 19.00000 588544.00| 30.27000 937643.52| 38.48000 1191956.48 NS PAVEMENT PAVEMENT 4" BONDED CONCRETE | | | OVERLAY | | | 0310 15309 54278.000 SY | 27.00000 1465506.00| 35.61000 1932839.58| 40.04000 2173291.12 NS PAVEMENT PAVEMENT 7" UNBONDED | | | CONCRETE OVERLAY | | | 0320 15309 4365.000 SY | 52.00000 226980.00| 85.85000 374735.25| 99.49000 434273.85 NS PAVEMENT PAVEMENT PCC 11" | | | 0330 16325 2984.000 TON | 155.00000 462520.00| 177.87000 530764.08| 155.00000 462520.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | PFC 9.5 | | | 0340 16397 1978.000 TON | 110.00000 217580.00| 124.98000 247210.44| 133.72000 264498.16 ASPH. CONC. TY. BM-25.0D (T) | | | 0345 21215 100.000 LF | 90.00000 9000.00| 28.69000 2869.00| 28.77000 2877.00 MEDIAN STRIP MS-2 | | | 0350 23600 9250.000 LF | 6.00000 55500.00| 5.74000 53095.00| 5.95000 55037.50 NS FENCE FENCE SUPER SILT FENCE | | | 0360 24100 100.000 HR | 125.00000 12500.00| 85.10000 8510.00| 44.81000 4481.00 ALLAYING DUST | | | 0370 24152 4.000 EA | 395.00000 1580.00| 397.66000 1590.64| 629.28000 2517.12 TYPE III BARRICADE 8' | | | 0380 24160 2651.000 SF | 35.00000 92785.00| 24.38000 64631.38| 33.56000 88967.56 CONSTRUCTION SIGNS | | | 0390 24272 5760.000 HR | 1.00000 5760.00| 0.10000 576.00| 7.19000 41414.40 TRUCK MOUNTED ATTENUATOR | | | 0400 24278 5400.000 DAY | 0.70000 3780.00| 5.00000 27000.00| 0.90000 4860.00 GROUP 2 CHANNELIZING DEVICES | | | 0410 24279 11520.000 HR | 2.25000 25920.00| 0.61000 7027.20| 4.79000 55180.80 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0420 24281 5760.000 HR | 1.00000 5760.00| 0.61000 3513.60| 2.20000 12672.00 ELECTRONIC ARROW | | | 0430 24297 26700.000 LF | 40.00000 1068000.00| 31.85000 850395.00| 38.79000 1035693.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0440 24420 4365.000 SY | 15.00000 65475.00| 2.57000 11218.05| 10.03000 43780.95 DEMOLITION OF PAVEMENT (RIGID) | | | 0445 24501 100.000 LF | 25.00000 2500.00| 3.28000 328.00| 18.22000 1822.00 NS REMOVE EXIST. REMOVE EXIST. MS-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K69 -4 TABULATION OF BIDS CALL ORDER : K69 CONTRACT ID : C00101589N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H611 |( 2 ) W488 |( 3 ) B850 |HI-WAY PAVING, INC. |E. V. WILLIAMS, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 24504 12.000 EA | 200.00000 2400.00| 227.23000 2726.76| 244.30000 2931.60 NS REMOVE EXISTING REMOVE EXISTING GR-7 | | | AND GR-8 TYPE 1 | | | 0460 24601 2820.000 LF | 1.00000 2820.00| 1.14000 3214.80| 1.22000 3440.40 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0470 24831 14.000 EA | 1500.00000 21000.00| 1048.98000 14685.72| 1694.16000 23718.24 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET .. | | | 0480 25506 4.000 MO | 5000.00000 20000.00| 2373.09000 9492.36| 1705.34000 6821.36 FIELD OFFICE TY.II | | | 0490 27012 28.000 ACRE| 6000.00000 168000.00| 115.00000 3220.00| 4918.38000 137714.64 TOPSOIL CLASS A 2" | | | 0500 27102 7392.000 LB | 6.50000 48048.00| 15.00000 110880.00| 14.01000 103561.92 REGULAR SEED | | | 0510 27103 4620.000 LB | 5.50000 25410.00| 7.53000 34788.60| 8.11000 37468.20 OVERSEEDING | | | 0511 27104 900.000 LB | 18.00000 16200.00| 8.78000 7902.00| 9.22000 8298.00 LEGUME SEED | | | 0512 27105 900.000 LB | 14.00000 12600.00| 8.69000 7821.00| 9.22000 8298.00 LEGUME OVERSEEDING | | | 0520 27215 8.400 TON | 1275.00000 10710.00| 695.25000 5840.10| 737.60000 6195.84 FERTILIZER(15-30-15) | | | 0530 27250 106.000 TON | 260.00000 27560.00| 46.35000 4913.10| 49.17000 5212.02 LIME | | | 0540 27288 28.000 ACRE| 1050.00000 29400.00| 1274.63000 35689.64| 1352.26000 37863.28 EROSION CONTROL MULCH | | | 0550 27321 100.000 SY | 1.75000 175.00| 4.06000 406.00| 4.30000 430.00 PROTECTIVE COVERING EC-2 | | | 0560 27327 1700.000 SY | 3.75000 6375.00| 4.75000 8075.00| 5.04000 8568.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0570 27410 47.000 EA | 600.00000 28200.00| 320.06000 15042.82| 120.42000 5659.74 CHECK DAM, ROCK TY. I | | | 0580 27430 2443.000 CY | 13.00000 31759.00| 4.54000 11091.22| 23.74000 57996.82 SILTATION CONTROL EXCAVATION | | | 0590 27451 32.000 EA | 350.00000 11200.00| 428.55000 13713.60| 204.68000 6549.76 INLET PROTECTION TYPE A | | | 0600 27505 2700.000 LF | 3.00000 8100.00| 1.16000 3132.00| 1.20000 3240.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K69 -5 TABULATION OF BIDS CALL ORDER : K69 CONTRACT ID : C00101589N01 COUNTIES : HAMPTON RDS LETTING DATE : 03/28/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H611 |( 2 ) W488 |( 3 ) B850 |HI-WAY PAVING, INC. |E. V. WILLIAMS, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 27506 2116.000 LF | 4.00000 8464.00| 1.39000 2941.24| 1.44000 3047.04 TEMP. FILTER BARRIER | | | 0620 50108 461.000 SF | 25.00000 11525.00| 28.10000 12954.10| 35.47000 16351.67 SIGN PANEL | | | 0630 50430 324.000 LF | 21.00000 6804.00| 23.58000 7639.92| 24.46000 7925.04 SIGN POST STP-1 2" | | | 0640 50432 144.000 LF | 23.00000 3312.00| 25.56000 3680.64| 14.68000 2113.92 SIGN POST STP-1 2 3/16" | | | 0650 50434 312.000 LF | 26.00000 8112.00| 29.05000 9063.60| 39.14000 12211.68 SIGN POST STP-1 2 1/2" | | | 0660 50490 54.000 EA | 136.00000 7344.00| 61.35000 3312.90| 24.46000 1320.84 CONCRETE FOUNDATION STP-1 | | | 0670 50759 6.000 EA | 85.00000 510.00| 227.23000 1363.38| 269.69000 1618.14 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0680 50867 36.000 EA | 104.00000 3744.00| 85.21000 3067.56| 149.83000 5393.88 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0690 51963 10.000 EA | 155.00000 1550.00| 113.62000 1136.20| 209.76000 2097.60 NS REMOVE REMOVE REMOVE AND DIS SIGN | | | STR TY STP-1 | | | 0700 51963 1.000 EA | 65.00000 65.00| 227.23000 227.23| 119.86000 119.86 NS REMOVE REMOVE SP-1 | | | 0710 54032 134110.000 LF | 0.33000 44256.30| 0.48000 64372.80| 0.40000 53644.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0720 54105 162000.000 LF | 0.30000 48600.00| 0.48000 77760.00| 0.49000 79380.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0730 54106 1360.000 SF | 0.65000 884.00| 1.16000 1577.60| 4.79000 6514.40 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0740 54218 1800.000 EA | 32.00000 57600.00| 29.48000 53064.00| 38.36000 69048.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0750 54240 175.000 EA | 5.00000 875.00| 17.04000 2982.00| 5.99000 1048.25 TEMP. PAVE. MARKER 1 WAY | | | 0760 54242 456.000 EA | 5.00000 2280.00| 17.04000 7770.24| 5.99000 2731.44 TEMP. PAVE. MARKER 2 WAY | | | 0770 54300 12.000 EA | 75.00000 900.00| 56.81000 681.72| 89.90000 1078.80 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0780 54550 116530.000 LF | 0.14000 16314.20| 0.25000 29132.50| 0.17000 19810.10 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 7,885,334.10| $ 8,371,162.90| $ 9,997,861.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,885,334.10| $ 8,371,162.90| $ 9,997,861.92 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K75 -1 TABULATION OF BIDS CALL ORDER : K75 CONTRACT ID : C00098955N501 COUNTIES : GOOCHLAND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/08/12 COMPLETION DATE PROJECT(S) : 0064-037-721, N501 FED # IM-PM04(358) CONTRACT DESCRIPTION: I-64 WB ASPHALT MILL AND OVERLAY FR: MM 166.00 TO: MM 163.24 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L015 LEE HY PAVING CORPORATION $ 3,068,531.92 100.0000% 2 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 3,104,420.05 101.1696% 3 B850 BRANSCOME INC. $ 3,541,987.10 115.4294% ==================================================================================================================================== |( 1 ) L015 |( 2 ) G303 |( 3 ) B850 |LEE HY PAVING CORPORATION |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10598 8521.000 TON | 107.33000 914558.93| 110.00000 937310.00| 115.00000 979915.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-12.5(76-22) | | | 0020 10598 8521.000 TON | 101.50000 864881.50| 100.00000 852100.00| 105.00000 894705.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-19.0(76-22) | | | 0025 10625 1111.000 SY | 8.00000 8888.00| 1.10000 1222.10| 7.00000 7777.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0030 10700 51693.000 LF | 0.25000 12923.25| 0.25000 12923.25| 0.30000 15507.90 RUMBLE STRIP, ASPHALT | | | 0040 10701 9674.000 SY | 1.41000 13640.34| 1.30000 12576.20| 1.35000 13059.90 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0050 13310 100.000 LF | 74.10000 7410.00| 74.00000 7400.00| 70.00000 7000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0060 13315 22.000 EA | 735.00000 16170.00| 860.00000 18920.00| 700.00000 15400.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 5525.000 LF | 18.00000 99450.00| 17.50000 96687.50| 17.00000 93925.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K75 -2 TABULATION OF BIDS CALL ORDER : K75 CONTRACT ID : C00098955N501 COUNTIES : GOOCHLAND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( 2 ) G303 |( 3 ) B850 |LEE HY PAVING CORPORATION |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13345 10.000 EA | 2300.00000 23000.00| 2500.00000 25000.00| 2200.00000 22000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13351 10975.000 LF | 13.00000 142675.00| 13.50000 148162.50| 12.50000 137187.50 GUARDRAIL GR-8 | | | 0100 13352 300.000 LF | 21.00000 6300.00| 21.00000 6300.00| 20.00000 6000.00 GUARDRAIL GR-8A | | | 0110 13353 300.000 LF | 32.00000 9600.00| 27.00000 8100.00| 30.00000 9000.00 GUARDRAIL GR-8B | | | 0120 13385 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 1300.00000 1300.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0130 13393 1.000 EA | 750.00000 750.00| 570.00000 570.00| 700.00000 700.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0135 13401 1.000 EA | 1400.00000 1400.00| 1100.00000 1100.00| 1300.00000 1300.00 NS GUARDRAIL GUARDRAIL REUSE EXIST. | | | TERMINAL GR-9 | | | 0140 16242 1371.000 TON | 25.00000 34275.00| 22.00000 30162.00| 50.00000 68550.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0150 16325 96.000 TON | 117.80000 11308.80| 240.00000 23040.00| 150.00000 14400.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | PATCHING IM-19.0D | | | 0160 16355 3799.000 TON | 70.82000 269045.18| 76.00000 288724.00| 75.00000 284925.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0170 16370 3799.000 TON | 69.42000 263726.58| 72.00000 273528.00| 70.00000 265930.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0180 16522 108834.000 SY | 1.01000 109922.34| 0.65000 70742.10| 0.80000 87067.20 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0190 16523 3149.000 SY | 4.50000 14170.50| 3.40000 10706.60| 4.00000 12596.00 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0195 24265 LUMP| 35000.00000 35000.00| 60200.00000 60200.00| 225000.00000 225000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC MM 159.53- MM157.40 | | | 0200 24265 LUMP| 35000.00000 35000.00| 76000.00000 76000.00| 226500.00000 226500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC MM 166.00 TO MM 163.24 | | | 0210 24279 6000.000 HR | 0.25000 1500.00| 2.35000 14100.00| 1.00000 6000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0214 24501 3633.000 LF | 7.00000 25431.00| 2.95000 10717.35| 6.00000 21798.00 NS REMOVE EXIST. REMOVE EXIST. ASPH. | | | CURB AND BACKUP MATERIAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K75 -3 TABULATION OF BIDS CALL ORDER : K75 CONTRACT ID : C00098955N501 COUNTIES : GOOCHLAND LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( 2 ) G303 |( 3 ) B850 |LEE HY PAVING CORPORATION |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0215 24502 1.000 EA | 400.00000 400.00| 170.00000 170.00| 343.50000 343.50 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0220 24601 16800.000 LF | 2.10000 35280.00| 1.10000 18480.00| 2.00000 33600.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0225 24617 275.000 LF | 14.00000 3850.00| 12.50000 3437.50| 13.00000 3575.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0228 54032 2800.000 LF | 0.60000 1680.00| 0.70000 1960.00| 0.55000 1540.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0230 54034 51694.000 LF | 0.68000 35151.92| 0.85000 43939.90| 0.55000 28431.70 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0235 54037 697.000 LF | 2.10000 1463.70| 1.25000 871.25| 2.00000 1394.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0240 54076 6750.000 LF | 5.00000 33750.00| 4.00000 27000.00| 3.40000 22950.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0250 54217 333.000 EA | 34.00000 11322.00| 25.00000 8325.00| 32.00000 10656.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54550 62724.000 LF | 0.37000 23207.88| 0.20000 12544.80| 0.35000 21953.40 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 3,068,531.92| $ 3,104,420.05| $ 3,541,987.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,068,531.92| $ 3,104,420.05| $ 3,541,987.10 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K95 -1 TABULATION OF BIDS CALL ORDER : K95 CONTRACT ID : C00095220N01B COUNTIES : CHESTERFIELD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 130 CALENDAR DAYS PROJECT(S) : (NFO)0010-020-105, N501 FED # STP-PM04(362) CONTRACT DESCRIPTION: SR-10 WB PATCH & RECONSTRUCT FR: KINGSTON AVENUE TO: MEADOWVILLE RD, ROUTE 618 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C750 COLONY CONSTRUCTION, INC. $ 1,117,885.77 100.0000% 2 B850 BRANSCOME INC. $ 1,188,499.00 106.3167% 3 L015 LEE HY PAVING CORPORATION $ 1,325,325.39 118.5564% ==================================================================================================================================== |( 1 ) C750 |( 2 ) B850 |( 3 ) L015 |COLONY CONSTRUCTION, INC. |BRANSCOME INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10499 17136.000 SY | 15.00000 257040.00| 16.50000 282744.00| 26.14000 447935.04 NS PAVEMENT PAVEMENT FULL DEPTH | | | PAVEMENT RECYCLING 12" | | | 0020 10628 18723.000 SY | 1.00000 18723.00| 2.50000 46807.50| 2.07000 38756.61 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0030 10629 18723.000 SY | 2.00000 37446.00| 1.50000 28084.50| 1.30000 24339.90 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0040 13315 3.000 EA | 1100.00000 3300.00| 860.00000 2580.00| 946.00000 2838.00 GUARDRAIL TERMINAL GR-11 | | | 0050 13320 662.500 LF | 24.75000 16396.88| 20.00000 13250.00| 22.00000 14575.00 GUARDRAIL GR-2 | | | 0060 13331 87.500 LF | 29.70000 2598.75| 22.00000 1925.00| 24.00000 2100.00 RAD. GUARDRAIL GR-2 | | | 0070 13345 4.000 EA | 2832.50000 11330.00| 2800.00000 11200.00| 3100.00000 12400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13355 25.000 LF | 33.00000 825.00| 26.00000 650.00| 30.00000 750.00 GUARDRAIL GR-10 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K95 -2 TABULATION OF BIDS CALL ORDER : K95 CONTRACT ID : C00095220N01B COUNTIES : CHESTERFIELD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) B850 |( 3 ) L015 |COLONY CONSTRUCTION, INC. |BRANSCOME INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13400 25.000 LF | 15.40000 385.00| 30.00000 750.00| 32.00000 800.00 NS GUARDRAIL GUARDRAIL GUARDRAIL GR-2 | | | DOUBLE NESTED | | | 0100 16161 34272.000 SY | 2.00000 68544.00| 3.25000 111384.00| 3.10000 106243.20 MODIFIED SINGLE SEAL | | | 0110 16242 150.000 TON | 20.00000 3000.00| 50.00000 7500.00| 60.00000 9000.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0120 16325 3072.000 TON | 90.00000 276480.00| 86.00000 264192.00| 87.44000 268615.68 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | TYPE IM-19.0E | | | 0130 16345 2353.000 TON | 100.00000 235300.00| 99.00000 232947.00| 96.32000 226640.96 ASPHALT CONCRETE TY. SM-9.5E (76-22) | | | 0140 24265 LUMP| 128000.28000 128000.28| 129000.00000 129000.00| 100000.00000 100000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0150 24279 3144.000 HR | 1.00000 3144.00| 1.00000 3144.00| 0.25000 786.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0160 24502 2.000 EA | 550.00000 1100.00| 225.00000 450.00| 300.00000 600.00 NS REMOVE EXIST. REMOVE EXIST. TERMINAL | | | 0170 24601 725.000 LF | 3.30000 2392.50| 4.00000 2900.00| 5.00000 3625.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0180 24617 400.000 LF | 11.00000 4400.00| 6.00000 2400.00| 7.00000 2800.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL W-BEAM FOR STIFFENING | | | 0190 24640 300.000 LF | 11.00000 3300.00| 7.00000 2100.00| 12.00000 3600.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0200 51615 1912.000 LF | 2.50000 4780.00| 3.00000 5736.00| 5.00000 9560.00 14/1 ENCLOSED COND. CABLE | | | 0210 51912 720.000 LF | 20.00000 14400.00| 25.00000 18000.00| 30.00000 21600.00 SAW CUT 3/8" | | | 0220 51913 35.000 LF | 20.00000 700.00| 25.00000 875.00| 35.00000 1225.00 SAWCUT 5/8" | | | 0230 54032 15000.000 LF | 0.62000 9300.00| 0.50000 7500.00| 0.62000 9300.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0240 54042 108.000 LF | 6.67000 720.36| 10.00000 1080.00| 10.00000 1080.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : K95 -3 TABULATION OF BIDS CALL ORDER : K95 CONTRACT ID : C00095220N01B COUNTIES : CHESTERFIELD LETTING DATE : 03/28/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) B850 |( 3 ) L015 |COLONY CONSTRUCTION, INC. |BRANSCOME INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 54217 290.000 EA | 41.80000 12122.00| 30.00000 8700.00| 42.00000 12180.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54300 8.000 EA | 110.00000 880.00| 100.00000 800.00| 120.00000 960.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0270 54550 2700.000 LF | 0.44000 1188.00| 0.50000 1350.00| 0.45000 1215.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0280 56021 18.000 LF | 5.00000 90.00| 25.00000 450.00| 100.00000 1800.00 1" PVC CONDUIT | | | SECTION TOTALS | $ 1,117,885.77| $ 1,188,499.00| $ 1,325,325.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,117,885.77| $ 1,188,499.00| $ 1,325,325.39 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R33 -1 TABULATION OF BIDS CALL ORDER : R33 CONTRACT ID : C00095960N01 COUNTIES : WARREN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : 0681-093-729, N501 FED # NONE CONTRACT DESCRIPTION: RECREATIONAL ACCESS TO EASTHAM PARK FROM: 0.25 M WEST OF CRISOR ROAD TO: CRISOR ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 147,586.78 100.0000% 2 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 157,493.13 106.7122% 3 K611 KICKIN ASPHALT PAVING & SEALING $ 189,011.87 128.0683% 4 J119 JEFFERSON ASPHALT PRODUCTS COMPANY $ 204,722.50 138.7133% ==================================================================================================================================== |( 1 ) W048 |( 2 ) H004 |( 3 ) K611 |W-L CONSTRUCTION & PAVING, |HALEY, CHISHOLM & MORRIS, I |KICKIN ASPHALT PAVING & SEALING 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| 11410.68000 11410.68| 26656.70000 26656.70| 3966.03000 3966.03 MOBILIZATION | | | 0020 00125 LUMP| 41460.60000 41460.60| 17932.15000 17932.15| 87162.00000 87162.00 GRADING | | | 0030 00140 859.000 CY | 26.00000 22334.00| 26.88000 23089.92| 10.00000 8590.00 BORROW EXCAVATION | | | 0040 09148 90.000 TON | 35.00000 3150.00| 66.44000 5979.60| 44.94000 4044.60 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0050 10100 464.000 TON | 27.00000 12528.00| 24.16000 11210.24| 24.90000 11553.60 AGGR. MATL. NO. 21B | | | 0060 10607 288.000 TON | 90.00000 25920.00| 113.57000 32708.16| 106.04000 30539.52 ASPHALT CONCRETE TY. SM-12.5A | | | 0070 10630 5.000 SY | 180.00000 900.00| 214.20000 1071.00| 191.12000 955.60 FLEXIBLE PAVEMENT PLANING | | | 0080 10642 129.500 TON | 80.00000 10360.00| 97.63000 12643.09| 91.16000 11805.22 ASPHALT CONCRETE TY. BM-25.0A | | | 0090 11070 2670.000 LF | 0.90000 2403.00| 3.57000 9531.90| 1.17000 3123.90 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | DEPTH 12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R33 -2 TABULATION OF BIDS CALL ORDER : R33 CONTRACT ID : C00095960N01 COUNTIES : WARREN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) H004 |( 3 ) K611 |W-L CONSTRUCTION & PAVING, |HALEY, CHISHOLM & MORRIS, I |KICKIN ASPHALT PAVING & SEALING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24160 400.000 SF | 18.02000 7208.00| 11.43000 4572.00| 10.35000 4140.00 CONSTRUCTION SIGNS | | | 0110 24278 500.000 DAY | 1.80000 900.00| 1.05000 525.00| 3.14000 1570.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24282 240.000 HR | 13.00000 3120.00| 17.14000 4113.60| 22.55000 5412.00 FLAGGER SERVICE | | | 0130 27102 30.000 LB | 12.00000 360.00| 20.56000 616.80| 150.00000 4500.00 REGULAR SEED | | | 0140 27103 15.000 LB | 10.00000 150.00| 8.64000 129.60| 20.00000 300.00 OVERSEEDING | | | 0150 27215 0.150 TON | 750.00000 112.50| 1322.87000 198.43| 500.00000 75.00 FERTILIZER(15-30-15) | | | 0160 27250 1.000 TON | 125.00000 125.00| 257.54000 257.54| 100.00000 100.00 LIME | | | 0170 27505 1300.000 LF | 1.85000 2405.00| 2.59000 3367.00| 6.91000 8983.00 TEMP. SILT FENCE | | | 0180 54020 1300.000 LF | 2.00000 2600.00| 1.07000 1391.00| 1.62000 2106.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0190 54028 14.000 LF | 10.00000 140.00| 107.10000 1499.40| 6.10000 85.40 TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 147,586.78| $ 157,493.13| $ 189,011.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 147,586.78| $ 157,493.13| $ 189,011.87 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R76 -1 TABULATION OF BIDS CALL ORDER : R76 CONTRACT ID : C00094911N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/26/12 COMPLETION DATE PROJECT(S) : 0699-007-R21, N501 FED # NONE 0833-007-R33, N501 FED # NONE CONTRACT DESCRIPTION: RTE 699 - RURAL RUSTIC FROM: ROUTE 613 TO: ROUTE 753 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P019 PLECKER CONSTRUCTION COMPANY $ 577,962.97 100.0000% 2 C508 COMMONWEALTH EXCAVATING, INC. $ 602,143.50 104.1838% 3 P020 F. CLAYTON PLECKER & SONS, INC. $ 622,624.86 107.7275% 4 A671 A & J DEVELOPMENT & EXCAVATION, INC. $ 641,744.28 111.0355% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 694,158.15 120.1043% 6 B131 B & S CONTRACTING, INC. $ 780,641.00 135.0676% ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. 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| 24000.00000 24000.00| 28674.45000 28674.45| 25000.00000 25000.00 MOBILIZATION | | | 0020 00110 1.000 LS | 10000.00000 10000.00| 3100.00000 3100.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0030 00122 14572.800 LF | 4.00000 58291.20| 4.00000 58291.20| 5.80000 84522.24 NS GRADING GRADING RURAL RUSTIC | | | 0040 00700 120.000 LF | 15.00000 1800.00| 4.00000 480.00| 5.00000 600.00 POST INSTALLATION INSPECTION | | | 0050 01150 302.000 LF | 25.00000 7550.00| 28.00000 8456.00| 26.00000 7852.00 15" PIPE | | | 0060 01180 605.000 LF | 28.00000 16940.00| 31.00000 18755.00| 28.00000 16940.00 18" PIPE | | | 0070 02092 780.000 EA | 10.00000 7800.00| 7.00000 5460.00| 15.00000 11700.00 NS SPEC. DES. SPEC. DES. GRAVEL BAG | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R76 -2 TABULATION OF BIDS CALL ORDER : R76 CONTRACT ID : C00094911N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 04110 40.000 LF | 28.00000 1120.00| 27.00000 1080.00| 26.00000 1040.00 17" X 13" ARCH PIPE | | | 0090 04130 93.000 LF | 35.00000 3255.00| 37.00000 3441.00| 30.00000 2790.00 21" X 15" ARCH PIPE | | | 0100 09148 8.000 TON | 100.00000 800.00| 46.00000 368.00| 100.00000 800.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 09150 404.000 TON | 38.00000 15352.00| 39.00000 15756.00| 40.00000 16160.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10128 11585.000 TON | 14.75000 170878.75| 19.00000 220115.00| 14.95000 173195.75 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10416 29345.000 GAL | 4.05000 118847.25| 4.29000 125890.05| 4.15000 121781.75 LIQUID ASPHALT | | | 0140 10468 436.000 TON | 40.00000 17440.00| 35.39000 15430.04| 39.10000 17047.60 COVER MATL. AGGR. NO. 68 | | | 0150 10478 378.000 TON | 38.60000 14590.80| 35.39000 13377.42| 37.75000 14269.50 COVER MATL. AGGR. NO. 78 | | | 0160 10480 307.000 TON | 38.60000 11850.20| 35.39000 10864.73| 37.75000 11589.25 COVER MATL. AGGR. NO. 8 | | | 0170 14260 1185.000 TON | 14.25000 16886.25| 16.00000 18960.00| 14.95000 17715.75 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0180 22501 1150.000 LF | 5.50000 6325.00| 4.00000 4600.00| 5.25000 6037.50 FENCE FE-W1 | | | 0190 22541 4.000 EA | 275.00000 1100.00| 150.00000 600.00| 300.00000 1200.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0200 22581 2.000 EA | 330.00000 660.00| 150.00000 300.00| 325.00000 650.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0210 22685 280.000 LF | 13.20000 3696.00| 6.00000 1680.00| 14.00000 3920.00 FENCE (WOODEN BOARD) | | | 0220 22909 2.000 EA | 220.00000 440.00| 139.00000 278.00| 250.00000 500.00 GATE FE-G L=14' | | | 0230 23600 200.000 LF | 5.50000 1100.00| 3.25000 650.00| 5.25000 1050.00 NS FENCE FENCE RESET HIGH TENSIL FENCE | | | 0240 24160 420.000 SF | 10.00000 4200.00| 12.00000 5040.00| 10.00000 4200.00 CONSTRUCTION SIGNS | | | 0250 24278 280.000 DAY | 1.00000 280.00| 0.10000 28.00| 1.00000 280.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24282 2000.000 HR | 15.00000 30000.00| 8.00000 16000.00| 12.00000 24000.00 FLAGGER SERVICE | | | 0270 26525 93.000 TON | 50.00000 4650.00| 47.00000 4371.00| 65.00000 6045.00 STONE RIPRAP 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R76 -3 TABULATION OF BIDS CALL ORDER : R76 CONTRACT ID : C00094911N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27102 550.000 LB | 12.00000 6600.00| 9.00000 4950.00| 12.00000 6600.00 REGULAR SEED | | | 0290 27215 1.600 TON | 700.00000 1120.00| 600.00000 960.00| 1000.00000 1600.00 FERTILIZER(15-30-15) | | | 0300 27250 10.000 TON | 100.00000 1000.00| 125.00000 1250.00| 200.00000 2000.00 LIME | | | 0310 27430 877.000 CY | 0.01000 8.77| 1.79000 1569.83| 0.01000 8.77 SILTATION CONTROL EXCAVATION | | | 0320 27506 5175.000 LF | 2.25000 11643.75| 1.50000 7762.50| 2.25000 11643.75 TEMP. FILTER BARRIER | | | 0330 50108 100.000 SF | 25.00000 2500.00| 17.70000 1770.00| 36.00000 3600.00 SIGN PANEL | | | 0340 50430 144.000 LF | 12.00000 1728.00| 4.37000 629.28| 20.00000 2880.00 SIGN POST STP-1 2" | | | 0350 50434 36.000 LF | 35.00000 1260.00| 8.50000 306.00| 46.00000 1656.00 SIGN POST STP-1 2 1/2" | | | 0360 50490 15.000 EA | 150.00000 2250.00| 60.00000 900.00| 450.00000 6750.00 CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 577,962.97| $ 602,143.50| $ 622,624.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 577,962.97| $ 602,143.50| $ 622,624.86 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R77 -1 TABULATION OF BIDS CALL ORDER : R77 CONTRACT ID : C00096250N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/26/12 COMPLETION DATE PROJECT(S) : 0800-007-R20, N501 FED # NONE 0688-007-R29, N501 FED # NONE 0845-007-R30, N501 FED # NONE CONTRACT DESCRIPTION: RTE 688 - RURAL RUSTIC ROAD FROM:RTE. 629 TO: END OF STATE MAINTENANACE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P019 PLECKER CONSTRUCTION COMPANY $ 566,956.34 100.0000% 2 C508 COMMONWEALTH EXCAVATING, INC. $ 599,964.68 105.8220% 3 P020 F. CLAYTON PLECKER & SONS, INC. $ 606,902.49 107.0457% 4 A671 A & J DEVELOPMENT & EXCAVATION, INC. $ 630,404.79 111.1911% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 766,708.95 135.2325% 6 B131 B & S CONTRACTING, INC. $ 775,208.55 136.7316% ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEM | | | 0010 00100 LUMP| 20000.00000 20000.00| 28569.74000 28569.74| 25000.00000 25000.00 MOBILIZATION | | | 0020 00110 1.000 LS | 15000.00000 15000.00| 2100.00000 2100.00| 14000.00000 14000.00 CLEARING AND GRUBBING | | | 0030 00122 14414.400 LF | 2.50000 36036.00| 4.00000 57657.60| 3.50000 50450.40 NS GRADING GRADING RURAL RUSTIC | | | 0040 00700 175.000 LF | 10.00000 1750.00| 4.00000 700.00| 5.00000 875.00 POST INSTALLATION INSPECTION | | | 0050 01150 695.000 LF | 25.00000 17375.00| 28.00000 19460.00| 28.00000 19460.00 15" PIPE | | | 0060 01180 280.000 LF | 28.00000 7840.00| 31.00000 8680.00| 30.00000 8400.00 18" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R77 -2 TABULATION OF BIDS CALL ORDER : R77 CONTRACT ID : C00096250N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 01240 64.000 LF | 50.00000 3200.00| 37.00000 2368.00| 34.00000 2176.00 24" PIPE | | | 0080 01300 25.000 LF | 60.00000 1500.00| 41.00000 1025.00| 40.00000 1000.00 30" PIPE | | | 0090 02092 561.000 EA | 10.00000 5610.00| 7.00000 3927.00| 15.00000 8415.00 NS SPEC. DES. SPEC. DES. GRAVEL BAG | | | 0100 04110 72.000 LF | 28.00000 2016.00| 27.00000 1944.00| 30.00000 2160.00 17" X 13" ARCH PIPE | | | 0110 04130 36.000 LF | 35.00000 1260.00| 37.00000 1332.00| 36.00000 1296.00 21" X 15" ARCH PIPE | | | 0120 09148 1115.000 TON | 36.00000 40140.00| 42.00000 46830.00| 40.00000 44600.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0130 09150 8.000 TON | 100.00000 800.00| 39.00000 312.00| 100.00000 800.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0140 10128 10035.000 TON | 15.61000 156646.35| 18.00000 180630.00| 16.01000 160660.35 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10416 28934.000 GAL | 4.10000 118629.40| 4.29000 124126.86| 4.10000 118629.40 LIQUID ASPHALT | | | 0160 10468 435.000 TON | 47.80000 20793.00| 35.39000 15394.65| 47.80000 20793.00 COVER MATL. AGGR. NO. 68 | | | 0170 10478 376.000 TON | 44.65000 16788.40| 35.39000 13306.64| 44.65000 16788.40 COVER MATL. AGGR. NO. 78 | | | 0180 10480 290.000 TON | 44.65000 12948.50| 35.39000 10263.10| 44.65000 12948.50 COVER MATL. AGGR. NO. 8 | | | 0190 10607 135.000 TON | 125.00000 16875.00| 136.00000 18360.00| 125.00000 16875.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0200 10642 110.000 TON | 125.00000 13750.00| 131.00000 14410.00| 125.00000 13750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0210 22501 137.000 LF | 5.50000 753.50| 6.00000 822.00| 6.00000 822.00 FENCE FE-W1 | | | 0220 22541 1.000 EA | 330.00000 330.00| 200.00000 200.00| 400.00000 400.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0230 22581 1.000 EA | 440.00000 440.00| 200.00000 200.00| 400.00000 400.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0240 24160 630.000 SF | 10.00000 6300.00| 13.00000 8190.00| 10.00000 6300.00 CONSTRUCTION SIGNS | | | 0250 24278 440.000 DAY | 1.00000 440.00| 0.10000 44.00| 1.00000 440.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24282 1160.000 HR | 16.00000 18560.00| 14.00000 16240.00| 12.00000 13920.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R77 -3 TABULATION OF BIDS CALL ORDER : R77 CONTRACT ID : C00096250N01 COUNTIES : AUGUSTA LETTING DATE : 03/28/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) C508 |( 3 ) P020 |PLECKER CONSTRUCTION COMPAN |COMMONWEALTH EXCAVATING, IN |F. CLAYTON PLECKER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27102 565.000 LB | 12.00000 6780.00| 13.00000 7345.00| 14.00000 7910.00 REGULAR SEED | | | 0280 27215 1.500 TON | 700.00000 1050.00| 175.00000 262.50| 1000.00000 1500.00 FERTILIZER(15-30-15) | | | 0290 27250 10.000 TON | 100.00000 1000.00| 125.00000 1250.00| 200.00000 2000.00 LIME | | | 0300 27422 2.000 EA | 1000.00000 2000.00| 0.10000 0.20| 1500.00000 3000.00 DEWATERING BASIN | | | 0310 27430 919.000 CY | 0.01000 9.19| 1.75000 1608.25| 0.01000 9.19 SILTATION CONTROL EXCAVATION | | | 0320 27506 5401.000 LF | 2.00000 10802.00| 1.50000 8101.50| 2.25000 12152.25 TEMP. FILTER BARRIER | | | 0330 50108 114.000 SF | 25.00000 2850.00| 17.70000 2017.80| 38.00000 4332.00 SIGN PANEL | | | 0340 50430 132.000 LF | 12.00000 1584.00| 4.37000 576.84| 20.00000 2640.00 SIGN POST STP-1 2" | | | 0350 50434 60.000 LF | 35.00000 2100.00| 8.50000 510.00| 50.00000 3000.00 SIGN POST STP-1 2 1/2" | | | 0360 50490 20.000 EA | 150.00000 3000.00| 60.00000 1200.00| 450.00000 9000.00 CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 566,956.34| $ 599,964.68| $ 606,902.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 566,956.34| $ 599,964.68| $ 606,902.49 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R81 -1 TABULATION OF BIDS CALL ORDER : R81 CONTRACT ID : C00098424N01 COUNTIES : FRANKLIN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/05/12 COMPLETION DATE PROJECT(S) : 0931-033-739,N501 FED # NONE 0709-033-740,N501 FED # NONE 0728-033-741,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREAT NON-HARDSURFACED ROAD VARIOUS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 684,932.25 100.0000% 2 C024 A. R. COFFEY AND SONS, INC. $ 698,280.85 101.9489% 3 D549 DCI/SHIRES, INC. $ 1,075,009.00 156.9511% 4 S055 L. H. SAWYER PAVING CO., INC. $ 1,239,537.24 180.9722% 5 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 1,243,692.39 181.5789% ==================================================================================================================================== |( 1 ) W048 |( 2 ) C024 |( 3 ) D549 |W-L CONSTRUCTION & PAVING, |A. R. COFFEY AND SONS, INC. |DCI/SHIRES, INC. 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| 51150.00000 51150.00| 38000.00000 38000.00| 80000.00000 80000.00 MOBILIZATION | | | 0020 00122 15576.000 LF | 2.75000 42834.00| 7.60000 118377.60| 14.00000 218064.00 NS GRADING GRADING RURAL RUSTIC | | | 0030 00525 17.600 CY | 1600.00000 28160.00| 1100.00000 19360.00| 1075.00000 18920.00 CONCRETE CLASS A3 MISC. | | | 0040 00700 148.000 LF | 1.00000 148.00| 5.00000 740.00| 10.00000 1480.00 POST INSTALLATION INSPECTION | | | 0050 01150 380.000 LF | 44.00000 16720.00| 21.00000 7980.00| 47.00000 17860.00 15" PIPE | | | 0060 01180 296.000 LF | 49.00000 14504.00| 24.00000 7104.00| 90.00000 26640.00 18" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R81 -2 TABULATION OF BIDS CALL ORDER : R81 CONTRACT ID : C00098424N01 COUNTIES : FRANKLIN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) C024 |( 3 ) D549 |W-L CONSTRUCTION & PAVING, |A. R. COFFEY AND SONS, INC. |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 01240 60.000 LF | 65.00000 3900.00| 30.00000 1800.00| 125.00000 7500.00 24" PIPE | | | 0080 01362 8.000 LF | 171.00000 1368.00| 96.00000 768.00| 415.00000 3320.00 36" CONC. PIPE | | | 0090 01420 90.000 LF | 150.00000 13500.00| 42.00000 3780.00| 125.00000 11250.00 42" PIPE | | | 0100 09150 35.000 TON | 68.00000 2380.00| 60.00000 2100.00| 130.00000 4550.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10128 10450.000 TON | 19.00000 198550.00| 19.50000 203775.00| 23.00000 240350.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10424 27725.000 SY | 4.77000 132248.25| 4.85000 134466.25| 7.00000 194075.00 BLOTTED SEAL COAT TY. D | | | 0130 24100 1200.000 HR | 1.00000 1200.00| 12.00000 14400.00| 15.00000 18000.00 ALLAYING DUST | | | 0140 24160 600.000 SF | 15.00000 9000.00| 14.00000 8400.00| 18.25000 10950.00 CONSTRUCTION SIGNS | | | 0150 24260 2000.000 TON | 24.00000 48000.00| 19.50000 39000.00| 22.25000 44500.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0160 24278 1500.000 DAY | 1.45000 2175.00| 1.00000 1500.00| 1.35000 2025.00 GROUP 2 CHANNELIZING DEVICES | | | 0170 24282 3000.000 HR | 0.10000 300.00| 5.00000 15000.00| 18.00000 54000.00 FLAGGER SERVICE | | | 0180 24287 1500.000 DAY | 1.45000 2175.00| 0.35000 525.00| 4.00000 6000.00 WARNING LIGHT TY. A | | | 0190 26117 1240.000 TON | 42.50000 52700.00| 32.00000 39680.00| 40.00000 49600.00 DRY RIPRAP CL. AI | | | 0200 27102 720.000 LB | 12.50000 9000.00| 9.00000 6480.00| 13.00000 9360.00 REGULAR SEED | | | 0210 27103 720.000 LB | 3.00000 2160.00| 1.00000 720.00| 11.00000 7920.00 OVERSEEDING | | | 0220 27104 120.000 LB | 24.00000 2880.00| 24.00000 2880.00| 26.00000 3120.00 LEGUME SEED | | | 0230 27105 120.000 LB | 15.00000 1800.00| 1.00000 120.00| 30.00000 3600.00 LEGUME OVERSEEDING | | | 0240 27210 3.000 TON | 1500.00000 4500.00| 950.00000 2850.00| 1500.00000 4500.00 FERTILIZER(10-20-10) | | | 0250 27250 24.000 TON | 150.00000 3600.00| 180.00000 4320.00| 150.00000 3600.00 LIME | | | 0260 27321 550.000 SY | 2.00000 1100.00| 2.10000 1155.00| 3.00000 1650.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/09/12 PAGE : R81 -3 TABULATION OF BIDS CALL ORDER : R81 CONTRACT ID : C00098424N01 COUNTIES : FRANKLIN LETTING DATE : 03/28/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) C024 |( 3 ) D549 |W-L CONSTRUCTION & PAVING, |A. R. COFFEY AND SONS, INC. |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27415 65.000 EA | 300.00000 19500.00| 100.00000 6500.00| 195.00000 12675.00 CHECK DAM(ROCK) TY. II | | | 0280 27430 600.000 CY | 7.30000 4380.00| 0.00000 0.00| 5.00000 3000.00 SILTATION CONTROL EXCAVATION | | | 0290 27505 6000.000 LF | 2.00000 12000.00| 2.25000 13500.00| 2.00000 12000.00 TEMP. SILT FENCE | | | 0300 27506 1500.000 LF | 2.00000 3000.00| 2.00000 3000.00| 3.00000 4500.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 684,932.25| $ 698,280.85| $ 1,075,009.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 684,932.25| $ 698,280.85| $ 1,075,009.00 ====================================================================================================================================