E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 101 -1 TABULATION OF BIDS CALL ORDER : 101 CONTRACT ID : CM113SSA103324 COUNTIES : LEE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : SS1A-961-F14,N501 FED # NONE (NFO)SS1A-961-F14,N501 FED # STP-PM00(251) CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 909,751.95 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 916,358.71 100.7262% 3 R1030 ROADWAY MANAGEMENT, INC. $ 1,235,668.20 135.8247% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( 3 ) R1030 |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC |ROADWAY MANAGEMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16130 467645.000 SY | 1.91000 893201.95| 1.91350 894838.71| 2.56000 1197171.20 EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0020 24265 LUMP| 16550.00000 16550.00| 21520.00000 21520.00| 38497.00000 38497.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | SECTION TOTALS | $ 909,751.95| $ 916,358.71| $ 1,235,668.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,751.95| $ 916,358.71| $ 1,235,668.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 102 -1 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : CM113LM101055 COUNTIES : LEE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM1A-961-F14,N501 FED # STP-PM01(287) CONTRACT DESCRIPTION: LATEX OVERLAY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 460,176.36 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 518,351.49 112.6419% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16145 2036.300 TON | 173.51000 353318.41| 193.24000 393494.61| LATEX MOD. EMULSION TREAT. TYPE C | | | 0020 24265 LUMP| 10599.81000 10599.81| 17087.07000 17087.07| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 144100.000 LF | 0.49000 70609.00| 0.55000 79255.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54217 706.000 EA | 30.34000 21420.04| 33.80000 23862.80| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0050 54550 14097.000 LF | 0.30000 4229.10| 0.33000 4652.01| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 460,176.36| $ 518,351.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 460,176.36| $ 518,351.49| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 307 -1 TABULATION OF BIDS CALL ORDER : 307 CONTRACT ID : CM313LMA103153 COUNTIES : CAMPBELL AMHERST LETTING DATE : 12/19/12 10:00 AM DISTRICT : 03 NELSON OTHERS CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO) LM3A-963-F13, N501 FED # STP-PM03(278) (NFO) LM3A-963-F13, N501 FED # STP-PMO3(279) (NFO) LM3A-963-F13, N501 FED # STP-PMO3(276) OTHERS CONTRACT DESCRIPTION: LATEX MODIFIED VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 878,405.19 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 1,144,738.71 130.3201% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16145 3804.880 TON | 188.20000 716078.42| 235.70000 896810.22| LATEX MOD. EMULSION TREAT. TYPE C | | | 0020 24265 LUMP| 12000.00000 12000.00| 59790.31000 59790.31| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 37276.000 LF | 0.35000 13046.60| 0.29000 10810.04| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54032 156676.000 LF | 0.42000 65803.92| 0.64000 100272.64| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54034 15460.000 LF | 0.79000 12213.40| 0.93000 14377.80| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0060 54042 949.000 LF | 6.40000 6073.60| 8.81000 8360.69| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54100 133805.000 LF | 0.15000 20070.75| 0.09000 12042.45| NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMPORARY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 307 -2 TABULATION OF BIDS CALL ORDER : 307 CONTRACT ID : CM313LMA103153 COUNTIES : CAMPBELL AMHERST LETTING DATE : 12/19/12 10:00 AM DISTRICT : 03 NELSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54106 8610.000 SF | 2.85000 24538.50| 3.59000 30909.90| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0090 54300 32.000 EA | 105.00000 3360.00| 127.02000 4064.64| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0100 54310 3.000 EA | 160.00000 480.00| 186.65000 559.95| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0110 54401 2.000 EA | 1050.00000 2100.00| 1659.09000 3318.18| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0120 54404 3.000 EA | 880.00000 2640.00| 1140.63000 3421.89| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 878,405.19| $ 1,144,738.71| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 878,405.19| $ 1,144,738.71| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 405 -1 TABULATION OF BIDS CALL ORDER : 405 CONTRACT ID : CM013SS4A99011 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : SS4A-964-F13, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,629,310.12 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 1,631,913.19 100.1598% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16120 619364.000 SY | 1.68000 1040531.52| 1.62450 1006156.82| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16130 129518.000 SY | 1.76000 227951.68| 1.66170 215220.06| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0030 16161 186843.000 SY | 1.39000 259711.77| 1.42000 265317.06| MODIFIED SINGLE SEAL | | | 0040 16325 94.000 TON | 172.00000 16168.00| 250.00000 23500.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D PATCH | | | 0050 16515 822.500 SY | 16.80000 13818.00| 20.00000 16450.00| NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING ABOVE 2"-4'"PATCH | | | 0060 24265 LUMP| 14000.00000 14000.00| 24500.00000 24500.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0070 54020 186810.000 LF | 0.19000 35493.90| 0.20000 37362.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54034 575.000 LF | 2.05000 1178.75| 2.25000 1293.75| TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 405 -2 TABULATION OF BIDS CALL ORDER : 405 CONTRACT ID : CM013SS4A99011 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54040 16.000 LF | 5.25000 84.00| 5.50000 88.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0100 54042 401.500 LF | 11.00000 4416.50| 11.00000 4416.50| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54105 575.000 LF | 2.20000 1265.00| 6.00000 3450.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0120 54106 1325.000 SF | 5.50000 7287.50| 6.00000 7950.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54300 8.000 EA | 125.00000 1000.00| 140.00000 1120.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54404 3.000 EA | 150.00000 450.00| 425.00000 1275.00| PAVE. MESSAGE MARK. R/R CROSSING | | | 0150 54550 119070.000 LF | 0.05000 5953.50| 0.20000 23814.00| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,629,310.12| $ 1,631,913.19| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,629,310.12| $ 1,631,913.19| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 406 -1 TABULATION OF BIDS CALL ORDER : 406 CONTRACT ID : CM13LM4A102934 COUNTIES : GOOCHLAND CHESTERFIELD LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 MECKLENBURG CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM4A-964-F13, P401 FED # STP-PM04(380) CONTRACT DESCRIPTION: LATEX MODIFIED VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 2,009,497.10 100.0000% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10497 11040.000 LB | 2.58000 28483.20| | NS PAVEMENT PAVEMENT TYPE A CRACK | | | SEALANT/FILLER | | | 0020 16145 4457.030 TON | 192.12000 856284.60| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 16325 4962.000 TON | 121.20000 601394.40| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D (PATCH) | | | 0040 16515 36091.730 SY | 4.66000 168187.46| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH (ABOVE 2" - 4") | | | 0050 24265 LUMP| 23000.00000 23000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 51615 2544.000 LF | 1.65000 4197.60| | 14/1 ENCLOSED COND. CABLE | | | 0070 51912 972.000 LF | 15.00000 14580.00| | SAW CUT 3/8" | | | 0080 51913 36.000 LF | 17.50000 630.00| | SAWCUT 5/8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 406 -2 TABULATION OF BIDS CALL ORDER : 406 CONTRACT ID : CM13LM4A102934 COUNTIES : GOOCHLAND CHESTERFIELD LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 MECKLENBURG SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54032 234343.000 LF | 0.47000 110141.21| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0100 54042 962.000 LF | 11.00000 10582.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54105 234343.000 LF | 0.33000 77333.19| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0120 54106 5325.000 SF | 3.20000 17040.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54216 3405.000 EA | 13.00000 44265.00| | REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0140 54250 44.000 EA | 110.00000 4840.00| | PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0150 54254 44.000 EA | 210.00000 9240.00| | PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0160 54300 125.000 EA | 135.00000 16875.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0170 54401 2.000 EA | 1100.00000 2200.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0180 54550 124334.000 LF | 0.16000 19893.44| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0190 56020 30.000 LF | 11.00000 330.00| | 1" CONDUIT | | | SECTION TOTALS | $ 2,009,497.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,009,497.10| $ 1,631,913.19| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 504 -1 TABULATION OF BIDS CALL ORDER : 504 CONTRACT ID : CM513SSC102870 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 NORTHAMPTON CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)SS5C-001-629, P401 FED # STP-PM05(350) (NFO)SS5C-001-630, P401 FED # STP-PM05(351) SS5C-001-631, 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 $ 236,778.60 100.0000% 2 S026 SLURRY PAVERS, INC. $ 240,089.62 101.3984% ==================================================================================================================================== |( 1 ) T006 |( 2 ) S026 |( ) |TEMPLETON PAVING, LLC |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 16120 111798.000 SY | 1.80570 201873.65| 1.90000 212416.20| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 12000.00000 12000.00| 6000.00000 6000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 9194.000 LF | 1.00000 9194.00| 1.05000 9653.70| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54042 123.000 LF | 15.75000 1937.25| 21.00000 2583.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54105 9194.000 LF | 0.60000 5516.40| 0.55000 5056.70| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0060 54106 86.000 SF | 10.00000 860.00| 11.00000 946.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54404 1.000 EA | 1260.00000 1260.00| 400.00000 400.00| PAVE. MESSAGE MARK. R/R CROSSING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 504 -2 TABULATION OF BIDS CALL ORDER : 504 CONTRACT ID : CM513SSC102870 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 NORTHAMPTON SET-ASIDE : ==================================================================================================================================== |( 1 ) T006 |( 2 ) S026 |( ) |TEMPLETON PAVING, LLC |SLURRY PAVERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54550 9194.000 LF | 0.45000 4137.30| 0.33000 3034.02| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 236,778.60| $ 240,089.62| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,778.60| $ 240,089.62| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 505 -1 TABULATION OF BIDS CALL ORDER : 505 CONTRACT ID : CM513SSB103126 COUNTIES : JAMES CITY YORK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SURRY CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : SS5B-099-615, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 643,854.42 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 666,970.84 103.5903% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16120 322584.000 SY | 1.66000 535489.44| 1.70690 550618.63| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 16237.00000 16237.00| 18000.00000 18000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 62464.000 LF | 0.64000 39976.96| 0.46000 28733.44| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54034 870.000 LF | 2.10000 1827.00| 1.35000 1174.50| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0050 54040 797.000 LF | 5.30000 4224.10| 4.25000 3387.25| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0060 54042 61.000 LF | 11.00000 671.00| 8.50000 518.50| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54105 64116.000 LF | 0.38000 24364.08| 0.63000 40393.08| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0080 54106 1122.000 SF | 10.50000 11781.00| 5.00000 5610.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0090 54300 23.000 EA | 105.00000 2415.00| 100.00000 2300.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 505 -2 TABULATION OF BIDS CALL ORDER : 505 CONTRACT ID : CM513SSB103126 COUNTIES : JAMES CITY YORK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SURRY SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54550 62444.000 LF | 0.11000 6868.84| 0.26000 16235.44| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 643,854.42| $ 666,970.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 643,854.42| $ 666,970.84| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 506 -1 TABULATION OF BIDS CALL ORDER : 506 CONTRACT ID : CM513LMA102634 COUNTIES : GREENSVILLE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 ISLE OF WIGHT CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM5A-091-732,P401 FED # STP-PM05(344) CONTRACT DESCRIPTION: LATEX SCHEDULE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 417,927.32 100.0000% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10497 29041.000 LB | 2.35000 68246.35| | NS PAVEMENT PAVEMENT CRACK SEAL | | | 0020 15309 1000.000 SY | 31.00000 31000.00| | NS PAVEMENT PAVEMENT PATCH 2 INCH DEPT | | | 0030 16145 1122.050 TON | 190.33000 213559.78| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 24265 LUMP| 12500.00000 12500.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54032 68618.000 LF | 0.44000 30191.92| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0060 54040 360.000 LF | 5.50000 1980.00| | TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0070 54042 1463.000 LF | 3.20000 4681.60| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54105 67133.000 LF | 0.33000 22153.89| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0090 54106 4541.000 SF | 3.70000 16801.70| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 506 -2 TABULATION OF BIDS CALL ORDER : 506 CONTRACT ID : CM513LMA102634 COUNTIES : GREENSVILLE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 ISLE OF WIGHT SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54300 79.000 EA | 110.00000 8690.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54401 2.000 EA | 1100.00000 2200.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0120 54550 37013.000 LF | 0.16000 5922.08| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 417,927.32| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,927.32| $ 666,970.84| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 604 -1 TABULATION OF BIDS CALL ORDER : 604 CONTRACT ID : CM613SSA103243 COUNTIES : FREDERICKSBURG LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)SS6A-966-F13,P401 FED # STP-PM06(351) SS6A-966-F13,P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,492,925.50 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 1,522,279.39 101.9662% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10505 2434.510 TON | 107.19000 260955.13| 85.00000 206933.35| NS PAVEMENT PAVEMENT IM-19.0A PATCHING | | | 0020 16120 133090.000 SY | 1.85000 246216.50| 1.63970 218227.67| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0030 16130 328559.000 SY | 1.86000 611119.74| 2.15600 708373.20| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0040 16161 131974.000 SY | 1.60000 211158.40| 1.60000 211158.40| MODIFIED SINGLE SEAL | | | 0050 16515 14754.660 SY | 5.69000 83954.02| 4.75000 70084.64| NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH LOCATIONS | | | 0060 24265 LUMP| 36745.00000 36745.00| 65000.00000 65000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0070 54020 50603.000 LF | 0.21000 10626.63| 0.21000 10626.63| TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54032 46558.000 LF | 0.47000 21882.26| 0.50000 23279.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 604 -2 TABULATION OF BIDS CALL ORDER : 604 CONTRACT ID : CM613SSA103243 COUNTIES : FREDERICKSBURG LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54034 136.000 LF | 4.30000 584.80| 1.25000 170.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0100 54042 338.000 LF | 11.00000 3718.00| 7.15000 2416.70| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54105 1357.000 LF | 1.06000 1438.42| 1.70000 2306.90| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0120 54106 195.000 SF | 11.00000 2145.00| 10.00000 1950.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54300 5.000 EA | 131.00000 655.00| 115.50000 577.50| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54310 3.000 EA | 215.00000 645.00| 189.00000 567.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0150 54550 3380.000 LF | 0.32000 1081.60| 0.18000 608.40| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,492,925.50| $ 1,522,279.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,492,925.50| $ 1,522,279.39| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 605 -1 TABULATION OF BIDS CALL ORDER : 605 CONTRACT ID : CM613LMA103245 COUNTIES : FREDERICKSBURG LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM6A-966-F13,C501 FED # STP-PM06(342) (NFO)LM6A-966-F13,C501 FED # STP-PM06(343) LM6A-966-F13,P401 FED # NONE CONTRACT DESCRIPTION: LATEX MICROSURFACING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,635,032.66 100.0000% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10497 14845.000 LB | 2.10000 31174.50| | NS PAVEMENT PAVEMENT CRACK SEALANT | | | TYPE A | | | 0020 10505 390.000 TON | 124.47000 48543.30| | NS PAVEMENT PAVEMENT IM-19.0A PATCHING | | | 0030 16145 3614.470 TON | 174.88000 632098.51| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 16325 3322.030 TON | 194.09000 644772.80| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | FLEXIBLE MICRO SURFACING TYPE C| | | 0050 16515 2346.670 SY | 7.08000 16614.42| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH LOCATIONS | | | 0060 24265 LUMP| 28825.00000 28825.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 605 -2 TABULATION OF BIDS CALL ORDER : 605 CONTRACT ID : CM613LMA103245 COUNTIES : FREDERICKSBURG LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( ) |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 54020 92837.000 LF | 0.21000 19495.77| | TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54032 347397.000 LF | 0.39000 135484.83| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0090 54042 189.000 LF | 7.50000 1417.50| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0100 54105 182377.000 LF | 0.30000 54713.10| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0110 54106 397.000 SF | 3.55000 1409.35| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0120 54216 916.000 EA | 8.90000 8152.40| | REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0130 54300 19.000 EA | 93.00000 1767.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54401 2.000 EA | 1100.00000 2200.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0150 54550 76038.000 LF | 0.11000 8364.18| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,635,032.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,635,032.66| $ 1,522,279.39| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 703 -1 TABULATION OF BIDS CALL ORDER : 703 CONTRACT ID : CM713SSA103204 COUNTIES : ALBEMARLE MADISON LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 GREENE OTHERS CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : SS7A-967-F13,P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 477,449.20 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 498,893.37 104.4914% 3 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 535,136.68 112.0824% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( 3 ) N1019 |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC |NEW YORK BITUMINOUS PRODUCTS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16120 237717.000 SY | 1.71000 406496.07| 1.89000 449285.13| 1.91000 454039.47 EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 12165.00000 12165.00| 12500.00000 12500.00| 32000.00000 32000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 127153.000 LF | 0.19000 24159.07| 0.20000 25430.60| 0.25000 31788.25 TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54100 262.000 LF | 12.00000 3144.00| 9.25000 2423.50| 10.00000 2620.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0050 54101 22.000 EA | 175.00000 3850.00| 225.00000 4950.00| 250.00000 5500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO ELONG ARROW SINGLE | | | 0060 54106 854.000 SF | 5.00000 4270.00| 3.60000 3074.40| 5.00000 4270.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54550 122974.000 LF | 0.19000 23365.06| 0.01000 1229.74| 0.04000 4918.96 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 477,449.20| $ 498,893.37| $ 535,136.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 477,449.20| $ 498,893.37| $ 535,136.68 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 704 -1 TABULATION OF BIDS CALL ORDER : 704 CONTRACT ID : CM713LMA103193 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 FLUVANNA CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM7A-967-F13,P401 FED # IM-PM07(263) (NFO)LM7A-967-F13,P401 FED # STP-PM07(264) CONTRACT DESCRIPTION: LATEX MODIFIED VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,196,107.75 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 1,922,704.38 160.7468% ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16145 3578.670 TON | 184.37000 659799.39| 245.00000 876774.15| LATEX MOD. EMULSION TREAT. TYPE C | | | 0020 16373 3424.610 TON | 101.31000 346947.24| 235.00000 804783.35| ASPH. CONC. TY. IM-19.0A (T) | | | 0030 24265 LUMP| 30398.00000 30398.00| 55000.00000 55000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 262534.000 LF | 0.15000 39380.10| 0.17000 44630.78| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54050 77036.000 LF | 0.72000 55465.92| 0.88000 67791.68| TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0060 54051 3218.000 LF | 0.95000 3057.10| 1.10000 3539.80| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0070 54105 83472.000 LF | 0.60000 50083.20| 0.66000 55091.52| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0080 54550 137210.000 LF | 0.08000 10976.80| 0.11000 15093.10| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,196,107.75| $ 1,922,704.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,196,107.75| $ 1,922,704.38| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 804 -1 TABULATION OF BIDS CALL ORDER : 804 CONTRACT ID : CM13SS8A103181 COUNTIES : ALLEGHANY AUGUSTA LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 BATH OTHERS CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : SS8A-968-F13, N501 FED # NONE (NFO)SS8A-968-F13, N501 FED # STP-PM08(341) CONTRACT DESCRIPTION: SLURRY SEAL SCHEDULE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 717,302.90 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 722,806.09 100.7672% 3 R1030 ROADWAY MANAGEMENT, INC. $ 1,237,886.76 172.5752% ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( 3 ) R1030 |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC |ROADWAY MANAGEMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 16120 94020.000 SY | 1.81200 170364.24| 1.81540 170683.91| 3.38000 317787.60 EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16130 191872.000 SY | 1.97000 377987.84| 2.01000 385662.72| 3.37000 646608.64 EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0030 16161 82180.000 SY | 1.48000 121626.40| 1.47000 120804.60| 2.19000 179974.20 MODIFIED SINGLE SEAL | | | 0040 24265 LUMP| 17566.00000 17566.00| 16000.00000 16000.00| 54502.43000 54502.43 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 38400.000 LF | 0.28000 10752.00| 0.27000 10368.00| 0.33000 12672.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54042 169.000 LF | 7.90000 1335.10| 8.00000 1352.00| 9.40000 1588.60 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54106 2034.000 SF | 4.10000 8339.40| 3.90000 7932.60| 4.70000 9559.80 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 804 -2 TABULATION OF BIDS CALL ORDER : 804 CONTRACT ID : CM13SS8A103181 COUNTIES : ALLEGHANY AUGUSTA LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 BATH OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) T006 |( 3 ) R1030 |SLURRY PAVERS, INC. |TEMPLETON PAVING, LLC |ROADWAY MANAGEMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54240 1064.000 EA | 1.25000 1330.00| 2.00000 2128.00| 5.33000 5671.12 TEMP. PAVE. MARKER 1 WAY | | | 0090 54300 10.000 EA | 115.00000 1150.00| 115.00000 1150.00| 137.18000 1371.80 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0100 54401 2.000 EA | 1750.00000 3500.00| 1735.00000 3470.00| 2095.81000 4191.62 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0110 54404 2.000 EA | 910.00000 1820.00| 925.00000 1850.00| 1117.77000 2235.54 PAVE. MESSAGE MARK. R/R CROSSING | | | 0120 54550 6383.000 LF | 0.24000 1531.92| 0.22000 1404.26| 0.27000 1723.41 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 717,302.90| $ 722,806.09| $ 1,237,886.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 717,302.90| $ 722,806.09| $ 1,237,886.76 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 805 -1 TABULATION OF BIDS CALL ORDER : 805 CONTRACT ID : CM13LM8A103182 COUNTIES : AUGUSTA LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM8A-007-F13,N501 FED # STP-PM08(342) CONTRACT DESCRIPTION: LATEX MICROSURFACING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 507,215.79 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 983,049.64 193.8129% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 10497 14262.000 LB | 2.10000 29950.20| 3.65000 52056.30| NS PAVEMENT PAVEMENT CRACK SEAL | | | 0020 10505 1248.240 TON | 197.89000 247014.21| 526.25000 656886.30| NS PAVEMENT PAVEMENT FLEXIBLE | | | MICROSURFACING | | | 0030 16145 923.120 TON | 182.54000 168506.32| 198.34000 183091.62| LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 24265 LUMP| 12695.00000 12695.00| 4694.93000 4694.93| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 98160.000 LF | 0.14000 13742.40| 0.30000 29448.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54040 276.000 LF | 2.40000 662.40| 5.17000 1426.92| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0070 54042 410.000 LF | 5.80000 2378.00| 7.51000 3079.10| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54106 7708.000 SF | 2.40000 18499.20| 3.32000 25590.56| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 805 -2 TABULATION OF BIDS CALL ORDER : 805 CONTRACT ID : CM13LM8A103182 COUNTIES : AUGUSTA LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54240 2714.000 EA | 1.25000 3392.50| 5.66000 15361.24| TEMP. PAVE. MARKER 1 WAY | | | 0100 54300 99.000 EA | 90.00000 8910.00| 112.01000 11088.99| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54550 16284.000 LF | 0.09000 1465.56| 0.02000 325.68| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 507,215.79| $ 983,049.64| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 507,215.79| $ 983,049.64| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 806 -1 TABULATION OF BIDS CALL ORDER : 806 CONTRACT ID : CM13LM8B103183 COUNTIES : PAGE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM8B-069-F13,N501 FED # STP-PM08(343) CONTRACT DESCRIPTION: LATEX MICROSURFACING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 164,986.15 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 190,707.48 115.5900% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 10497 2798.000 LB | 2.38000 6659.24| 4.69000 13122.62| NS PAVEMENT PAVEMENT CRACK SEAL | | | 0020 16145 782.370 TON | 181.26000 141812.39| 196.46000 153704.41| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 5278.00000 5278.00| 6701.61000 6701.61| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 32146.000 LF | 0.22000 7072.12| 0.28000 9000.88| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54042 56.000 LF | 8.10000 453.60| 10.40000 582.40| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54106 306.000 SF | 6.00000 1836.00| 7.59000 2322.54| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54240 700.000 EA | 1.50000 1050.00| 6.75000 4725.00| TEMP. PAVE. MARKER 1 WAY | | | 0080 54300 3.000 EA | 135.00000 405.00| 168.68000 506.04| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 806 -2 TABULATION OF BIDS CALL ORDER : 806 CONTRACT ID : CM13LM8B103183 COUNTIES : PAGE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54550 4198.000 LF | 0.10000 419.80| 0.01000 41.98| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 164,986.15| $ 190,707.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,986.15| $ 190,707.48| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 807 -1 TABULATION OF BIDS CALL ORDER : 807 CONTRACT ID : CM13LM8C103191 COUNTIES : FREDERICK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM8C-034-F13,N501 FED # STP-PM08(344) CONTRACT DESCRIPTION: LATEX MICROSURFACING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,190,582.37 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 1,314,117.88 110.3761% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 10497 27243.000 LB | 2.35000 64021.05| 3.50000 95350.50| NS PAVEMENT PAVEMENT CRACK SEAL | | | 0020 10505 1898.630 TON | 197.86000 375662.93| 229.38000 435507.75| NS PAVEMENT PAVEMENT FLEXIBLE | | | MICROSURFACING | | | 0030 16145 3591.900 TON | 177.12000 636197.33| 163.96000 588927.92| LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 24265 LUMP| 29674.00000 29674.00| 91266.99000 91266.99| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 286654.000 LF | 0.14000 40131.56| 0.17000 48731.18| TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54028 642.000 LF | 2.20000 1412.40| 7.12000 4571.04| TYPE A PAVEMENT LINE MARKING 24" | | | 0070 54106 6390.000 SF | 3.50000 22365.00| 3.81000 24345.90| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54240 4487.000 EA | 1.50000 6730.50| 3.26000 14627.62| TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 807 -2 TABULATION OF BIDS CALL ORDER : 807 CONTRACT ID : CM13LM8C103191 COUNTIES : FREDERICK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54300 74.000 EA | 93.00000 6882.00| 113.01000 8362.74| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0100 54401 6.000 EA | 880.00000 5280.00| 7.37000 44.22| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0110 54404 2.000 EA | 440.00000 880.00| 1056.45000 2112.90| PAVE. MESSAGE MARK. R/R CROSSING | | | 0120 54550 26912.000 LF | 0.05000 1345.60| 0.01000 269.12| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,190,582.37| $ 1,314,117.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,190,582.37| $ 1,314,117.88| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 808 -1 TABULATION OF BIDS CALL ORDER : 808 CONTRACT ID : CM13LM8D103192 COUNTIES : ROCKBRIDGE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM8D-081-F13,N501 FED # STP-PM08(345) CONTRACT DESCRIPTION: LATEX MICROSURFACING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 176,631.76 100.0000% 2 R1030 ROADWAY MANAGEMENT, INC. $ 259,251.19 146.7750% ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 10497 4080.000 LB | 2.45000 9996.00| 4.02000 16401.60| NS PAVEMENT PAVEMENT CRACK SEAL | | | 0020 16145 786.320 TON | 181.56000 142764.26| 263.59000 207266.09| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 4116.00000 4116.00| 8554.00000 8554.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 70330.000 LF | 0.21000 14769.30| 0.26000 18285.80| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54024 2440.000 LF | 0.34000 829.60| 0.43000 1049.20| TYPE A PAVEMENT LINE MARKING 8" | | | 0060 54028 140.000 LF | 4.40000 616.00| 5.38000 753.20| TYPE A PAVEMENT LINE MARKING 24" | | | 0070 54106 375.000 SF | 3.15000 1181.25| 3.77000 1413.75| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54240 977.000 EA | 1.50000 1465.50| 4.84000 4728.68| TEMP. PAVE. MARKER 1 WAY | | | 0090 54300 5.000 EA | 120.00000 600.00| 148.02000 740.10| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 808 -2 TABULATION OF BIDS CALL ORDER : 808 CONTRACT ID : CM13LM8D103192 COUNTIES : ROCKBRIDGE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) R1030 |( ) |SLURRY PAVERS, INC. |ROADWAY MANAGEMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54550 5877.000 LF | 0.05000 293.85| 0.01000 58.77| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 176,631.76| $ 259,251.19| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,631.76| $ 259,251.19| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 902 -1 TABULATION OF BIDS CALL ORDER : 902 CONTRACT ID : C00103626N01 COUNTIES : ARLINGTON LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM9A-96A-143 N501 FED # IM-PM09(292) CONTRACT DESCRIPTION: LATEX OVERLAY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,029,246.02 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 1,261,404.65 122.5562% ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10497 33126.000 LB | 2.45000 81158.70| 2.45000 81158.70| NS PAVEMENT PAVEMENT TYPE B CRACK | | | SEALANT / FILLER | | | 0020 10701 9205.000 SY | 1.10000 10125.50| 0.60000 5523.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 11070 700.000 LF | 12.50000 8750.00| 5.75000 4025.00| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | SAW AND SEAL JOINTS | | | 0040 16144 2442.700 TON | 197.81000 483190.49| 225.00000 549607.50| LATEX MOD. EMULSION TREAT. TYPE B | | | 0050 16145 966.580 TON | 211.03000 203977.38| 225.00000 217480.50| LATEX MOD. EMULSION TREAT. TYPE C | | | 0060 16502 185.860 TON | 245.00000 45535.70| 265.00000 49252.90| SURF. PREPARATION & RESTORATION TYPE II | | | 0070 24265 LUMP| 26751.00000 26751.00| 160000.00000 160000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0080 54034 70550.000 LF | 0.58000 40919.00| 0.75000 52912.50| TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 902 -2 TABULATION OF BIDS CALL ORDER : 902 CONTRACT ID : C00103626N01 COUNTIES : ARLINGTON LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54040 11913.000 LF | 3.30000 39312.90| 1.20000 14295.60| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0100 54042 887.000 LF | 6.70000 5942.90| 25.00000 22175.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54105 70550.000 LF | 0.45000 31747.50| 1.00000 70550.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0120 54106 14673.000 SF | 3.15000 46219.95| 1.15000 16873.95| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0130 54216 30.000 EA | 17.00000 510.00| 55.00000 1650.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0140 54300 4.000 EA | 120.00000 480.00| 1200.00000 4800.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0150 54402 37.000 EA | 125.00000 4625.00| 300.00000 11100.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING HOV DIAMOND | | | SECTION TOTALS | $ 1,029,246.02| $ 1,261,404.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,029,246.02| $ 1,261,404.65| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 903 -1 TABULATION OF BIDS CALL ORDER : 903 CONTRACT ID : C00103666N01 COUNTIES : ARLINGTON LOUDOUN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A FAIRFAX OTHERS CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM9B-96A-145 N501 FED # NHS-PM09(290) CONTRACT DESCRIPTION: LATEX OVERLAY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 3,236,796.90 100.0000% ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10497 92096.000 LB | 2.45000 225635.20| | NS PAVEMENT PAVEMENT TYPE B CRACK | | | SEALANT / FILLER | | | 0020 16144 1499.300 TON | 236.17000 354089.68| | LATEX MOD. EMULSION TREAT. TYPE B | | | 0030 16145 7497.530 TON | 217.24000 1628763.42| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 16242 855.710 TON | 39.00000 33372.69| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0050 16502 1631.120 TON | 170.00000 277290.40| | SURF. PREPARATION & RESTORATION TYPE II | | | 0060 24265 LUMP| 86337.00000 86337.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0070 54032 438057.000 LF | 0.44000 192745.08| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0080 54034 3678.000 LF | 0.69000 2537.82| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0090 54037 10621.000 LF | 0.85000 9027.85| | TYPE B CLASS I PAVE. LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 903 -2 TABULATION OF BIDS CALL ORDER : 903 CONTRACT ID : C00103666N01 COUNTIES : ARLINGTON LOUDOUN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A FAIRFAX OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54040 381.000 LF | 2.35000 895.35| | TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0110 54042 8912.000 LF | 6.00000 53472.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0120 54105 501439.000 LF | 0.42000 210604.38| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0130 54106 26984.000 SF | 3.15000 84999.60| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0140 54216 110.000 EA | 16.00000 1760.00| | REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0150 54300 249.000 EA | 90.00000 22410.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0160 54310 9.000 EA | 165.00000 1485.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0170 54400 28.000 EA | 220.00000 6160.00| | PAVEMENT MESSAGE MARK. "ONLY" | | | 0180 54401 4.000 EA | 1100.00000 4400.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0190 54550 371013.000 LF | 0.11000 40811.43| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 3,236,796.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,236,796.90| $ 1,261,404.65| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 904 -1 TABULATION OF BIDS CALL ORDER : 904 CONTRACT ID : C00103667N01 COUNTIES : FAIRFAX PRINCE WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A LOUDOUN CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)LM9C-96A-146 N501 FED # STP-PM09(291) CONTRACT DESCRIPTION: LATEX OVERLAY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 3,354,146.68 100.0000% ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10497 68841.000 LB | 2.48000 170725.68| | NS PAVEMENT PAVEMENT TYPE B CRACK | | | SEALANT / FILLER | | | 0020 16144 4191.050 TON | 219.48000 919851.65| | LATEX MOD. EMULSION TREAT. TYPE B | | | 0030 16145 3701.120 TON | 215.83000 798812.73| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 16242 574.020 TON | 52.00000 29849.04| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0050 16502 3098.440 TON | 169.00000 523636.36| | SURF. PREPARATION & RESTORATION TYPE II | | | 0060 16504 789.360 TON | 177.00000 139716.72| | SURF. PREPARATION & RESTORATION TYPE II | | | 0070 24265 LUMP| 78078.00000 78078.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0080 51615 796.000 LF | 1.10000 875.60| | 14/1 ENCLOSED COND. CABLE | | | 0090 51912 264.000 LF | 16.00000 4224.00| | SAW CUT 3/8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : 904 -2 TABULATION OF BIDS CALL ORDER : 904 CONTRACT ID : C00103667N01 COUNTIES : FAIRFAX PRINCE WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A LOUDOUN SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( 2 ) N1019 |( ) |SLURRY PAVERS, INC. |NEW YORK BITUMINOUS PRODUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 51913 30.000 LF | 27.00000 810.00| | SAWCUT 5/8" | | | 0110 54032 387014.000 LF | 0.46000 178026.44| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 9019.000 LF | 1.07000 9650.33| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54037 8027.000 LF | 1.34000 10756.18| | TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0140 54040 571.000 LF | 3.70000 2112.70| | TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 14752.000 LF | 6.00000 88512.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54105 406359.000 LF | 0.42000 170670.78| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0170 54106 50940.000 SF | 3.20000 163008.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0180 54300 341.000 EA | 93.00000 31713.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 54310 7.000 EA | 220.00000 1540.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0200 54400 17.000 EA | 165.00000 2805.00| | PAVEMENT MESSAGE MARK. "ONLY" | | | 0210 54401 5.000 EA | 1100.00000 5500.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0220 54550 202477.000 LF | 0.11000 22272.47| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0230 56022 10.000 LF | 100.00000 1000.00| | 1" METAL CONDUIT | | | SECTION TOTALS | $ 3,354,146.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,354,146.68| $ 1,261,404.65| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -1 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 07/17/15 COMPLETION DATE PROJECT(S) : 0645-029-384,B601 FED # NONE 0645-029-384,C501 FED # NONE 0645-029-384,D601 FED # NONE CONTRACT DESCRIPTION: GRADE, DRAIN, ASP. PAVE., CONC. ARCH, UTILITIES & PLANTING FAIR LAKES BLVD. (ROUTE 7735) LEE JACKSON MEMORIAL HWY. (U.S.RTE.50) SET-ASIDE : ANDY KEETON VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 22,320,046.87 100.0000% 2 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 22,686,037.46 101.6397% 3 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 22,938,139.29 102.7692% 4 L002 THE LANE CONSTRUCTION CORPORATION $ 23,676,729.19 106.0783% 5 F236 FACCHINA CONSTRUCTION COMPANY, INC. $ 24,868,662.73 111.4185% 6 C333 CURTIS CONTRACTING, INC. $ 25,364,929.91 113.6419% 7 G181 GENERAL EXCAVATION, INC. $ 26,587,077.44 119.1175% ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, 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| 1145927.75000 1145927.75| 1000000.00000 1000000.00| 1000000.00000 1000000.00 MOBILIZATION | | | 0020 00101 LUMP| 276480.16000 276480.16| 240000.00000 240000.00| 120000.00000 120000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 21.190 LS | 120918.70000 120918.70| 250000.00000 250000.00| 885000.00000 885000.00 CLEARING AND GRUBBING | | | 0060 00120 59313.000 CY | 20.04000 1188632.52| 35.00000 2075955.00| 19.00000 1126947.00 REGULAR EXCAVATION | | | 0070 00140 51076.000 CY | 1.14000 58226.64| 0.50000 25538.00| 6.80000 347316.80 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -2 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00150 400.000 CY | 9.12000 3648.00| 20.00000 8000.00| 12.00000 4800.00 EMBANKMENT | | | 0090 00211 1670.000 CY | 4.56000 7615.20| 2.00000 3340.00| 14.50000 24215.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0100 00212 264.200 CY | 18.23000 4816.37| 40.00000 10568.00| 100.00000 26420.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0110 00272 27400.000 CY | 41.06000 1125044.00| 35.00000 959000.00| 26.00000 712400.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0120 00355 98086.000 SY | 1.14000 111818.04| 1.00000 98086.00| 1.40000 137320.40 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0130 00505 83.000 TON | 25.09000 2082.47| 30.00000 2490.00| 25.00000 2075.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0140 00506 456.000 TON | 25.09000 11441.04| 30.00000 13680.00| 25.00000 11400.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 25 OR 26, SUPPLEMENTAL | | | 0150 00506 1137.000 TON | 26.23000 29823.51| 30.00000 34110.00| 31.00000 35247.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57, SUPPLEMENTAL | | | 0160 00522 102.700 CY | 741.29000 76130.48| 1500.00000 154050.00| 1000.00000 102700.00 CONCRETE CLASS A4 BOX CULVERT | | | 0170 00525 51.100 CY | 741.29000 37879.92| 1200.00000 61320.00| 1400.00000 71540.00 CONCRETE CLASS A3 MISC. | | | 0180 00529 20.000 CY | 228.09000 4561.80| 300.00000 6000.00| 600.00000 12000.00 FLOWABLE BACKFILL | | | 0190 00540 4294.000 LB | 1.15000 4938.10| 0.50000 2147.00| 1.40000 6011.60 REINF. STEEL | | | 0200 00542 20363.700 LB | 1.64000 33396.47| 1.00000 20363.70| 1.50000 30545.55 EPOXY COATED REINF. STEEL | | | 0210 00550 LUMP| 1539.61000 1539.61| 24000.00000 24000.00| 51000.00000 51000.00 NS DISM.& REM. EX. STR. DISM.& REM. EX. | | | STR. QUAD. PIPE STR | | | 0220 00560 836.000 LB | 34.21000 28599.56| 1.00000 836.00| 1.40000 1170.40 STRUCTURAL STEEL JB-1 | | | 0230 00588 25993.000 LF | 7.41000 192608.13| 9.00000 233937.00| 8.00000 207944.00 UNDERDRAIN UD-4 | | | 0240 00590 412.000 LF | 14.83000 6109.96| 13.00000 5356.00| 22.00000 9064.00 COMB. UNDERDRAIN CD-1 | | | 0250 00591 477.000 LF | 14.83000 7073.91| 12.00000 5724.00| 22.00000 10494.00 COMB. UNDERDRAIN CD-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -3 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 00595 398.000 LF | 12.55000 4994.90| 14.00000 5572.00| 28.00000 11144.00 OUTLET PIPE | | | 0270 00598 727.000 LF | 12.54000 9116.58| 21.00000 15267.00| 18.50000 13449.50 NS UNDERDRAIN UNDERDRAIN MODIFIED UD-1 | | | 0280 00598 304.000 LF | 10.26000 3119.04| 9.00000 2736.00| 6.60000 2006.40 NS UNDERDRAIN UNDERDRAIN UD-4 | | | (NON-PERFORATED) | | | 0290 00700 19287.000 LF | 2.28000 43974.36| 2.00000 38574.00| 1.70000 32787.90 POST INSTALLATION INSPECTION | | | 0300 01120 9.000 LF | 85.53000 769.77| 44.00000 396.00| 100.00000 900.00 12" PIPE | | | 0310 01150 166.000 LF | 45.62000 7572.92| 50.00000 8300.00| 95.00000 15770.00 15" PIPE | | | 0320 01156 7001.000 LF | 43.34000 303423.34| 60.00000 420060.00| 82.00000 574082.00 STORM SEWER PIPE 15" | | | 0330 01180 20.000 LF | 68.43000 1368.60| 48.00000 960.00| 94.00000 1880.00 18" PIPE | | | 0340 01186 5008.000 LF | 45.62000 228464.96| 62.00000 310496.00| 85.00000 425680.00 STORM SEWER PIPE 18" | | | 0350 01246 2711.000 LF | 44.48000 120585.28| 75.00000 203325.00| 95.00000 257545.00 STORM SEWER PIPE 24" | | | 0360 01306 1041.000 LF | 66.15000 68862.15| 190.00000 197790.00| 110.00000 114510.00 STORM SEWER PIPE 30" | | | 0370 01362 11.000 LF | 125.45000 1379.95| 120.00000 1320.00| 150.00000 1650.00 36" CONC. PIPE | | | 0380 01366 1263.000 LF | 76.41000 96505.83| 140.00000 176820.00| 130.00000 164190.00 STORM SEWER PIPE 36" | | | 0390 01426 52.000 LF | 125.45000 6523.40| 160.00000 8320.00| 230.00000 11960.00 STORM SEWER PIPE 42" | | | 0400 01486 77.000 LF | 159.66000 12293.82| 280.00000 21560.00| 260.00000 20020.00 STORM SEWER PIPE 48" | | | 0410 01726 145.000 LF | 353.54000 51263.30| 500.00000 72500.00| 410.00000 59450.00 STORM SEWER PIPE 72" | | | 0420 02089 86.000 LF | 79.83000 6865.38| 65.00000 5590.00| 120.00000 10320.00 NS STORM SEWER PIPE STORM SEWER PIPE | | | GASKETED 24" | | | 0430 02090 3380.000 LF | 5.70000 19266.00| 6.00000 20280.00| 14.50000 49010.00 NS PIPE PIPE EXIST. PIPE & D.I. STR. | | | TO BE CLEANED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -4 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 02110 242.000 SY | 11.40000 2758.80| 90.00000 21780.00| 240.00000 58080.00 NS DRAINAGE DRAINAGE REVETMENT MATERIAL | | | 0455 02110 1890.000 SY | 6.84000 12927.60| 3.00000 5670.00| 3.65000 6898.50 NS DRAINAGE DRAINAGE LOW PERMEABILITY | | | LINER(SWM BASIN) | | | 0460 02242 56.000 LF | 171.07000 9579.92| 180.00000 10080.00| 180.00000 10080.00 38" X 24" ELLIPTICAL CONC. PIPE | | | 0470 03832 15.000 LF | 627.25000 9408.75| 500.00000 7500.00| 680.00000 10200.00 53" X 83" ELLIPTICAL CONC. PIPE | | | 0480 06120 2.000 EA | 627.25000 1254.50| 650.00000 1300.00| 440.00000 880.00 12" END SECTION ES-1 OR 2 | | | 0490 06150 12.000 EA | 627.25000 7527.00| 650.00000 7800.00| 440.00000 5280.00 15" END SECTION ES-1 OR 2 | | | 0500 06151 2.000 EA | 627.25000 1254.50| 650.00000 1300.00| 790.00000 1580.00 15" END SECTION ES-1 | | | 0510 06181 8.000 EA | 798.32000 6386.56| 750.00000 6000.00| 810.00000 6480.00 18" END SECTION ES-1 | | | 0520 06241 1.000 EA | 1254.50000 1254.50| 900.00000 900.00| 830.00000 830.00 24" END SECTION ES-1 | | | 0530 06301 1.000 EA | 1710.68000 1710.68| 1250.00000 1250.00| 1100.00000 1100.00 30" END SECTION ES-1 | | | 0540 06361 3.000 EA | 2052.82000 6158.46| 1900.00000 5700.00| 1400.00000 4200.00 36" END SECTION ES-1 | | | 0550 06740 1.000 EA | 6842.72000 6842.72| 2400.00000 2400.00| 5400.00000 5400.00 DROP INLET DI-1 | | | 0560 06747 2.000 EA | 3991.59000 7983.18| 3500.00000 7000.00| 4000.00000 8000.00 DROP INLET DI-2B,L=4' | | | 0570 06748 6.000 EA | 4447.77000 26686.62| 4500.00000 27000.00| 4400.00000 26400.00 DROP INLET DI-2B,L=6' | | | 0580 06749 6.000 EA | 5132.04000 30792.24| 4500.00000 27000.00| 4800.00000 28800.00 DROP INLET DI-2B,L=8' | | | 0590 06750 3.000 EA | 5668.05000 17004.15| 4500.00000 13500.00| 5200.00000 15600.00 DROP INLET DI-2B,L=10' | | | 0600 06766 1.000 EA | 7213.37000 7213.37| 6500.00000 6500.00| 6200.00000 6200.00 DROP INLET DI-2C,L=8' | | | 0610 06815 5.000 EA | 2280.91000 11404.55| 2500.00000 12500.00| 2800.00000 14000.00 DROP INLET DI-3A | | | 0620 06817 15.000 EA | 2737.09000 41056.35| 2500.00000 37500.00| 3100.00000 46500.00 DROP INLET DI-3B,L=4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -5 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 06818 29.000 EA | 3307.32000 95912.28| 3200.00000 92800.00| 3500.00000 101500.00 DROP INLET DI-3B,L=6' | | | 0640 06819 33.000 EA | 3478.38000 114786.54| 3500.00000 115500.00| 3700.00000 122100.00 DROP INLET DI-3B,L=8' | | | 0650 06820 7.000 EA | 3877.54000 27142.78| 3500.00000 24500.00| 4000.00000 28000.00 DROP INLET DI-3B,L=10' | | | 0660 06821 1.000 EA | 4219.68000 4219.68| 3500.00000 3500.00| 4200.00000 4200.00 DROP INLET DI-3B,L=12' | | | 0670 06827 2.000 EA | 3763.50000 7527.00| 3500.00000 7000.00| 3800.00000 7600.00 DROP INLET DI-3BB,L=6' | | | 0680 06835 5.000 EA | 3535.41000 17677.05| 3500.00000 17500.00| 3700.00000 18500.00 DROP INLET DI-3C,L=6' | | | 0690 06836 6.000 EA | 3449.87000 20699.22| 3500.00000 21000.00| 3700.00000 22200.00 DROP INLET DI-3C,L=8' | | | 0700 06837 3.000 EA | 3877.54000 11632.62| 4000.00000 12000.00| 4000.00000 12000.00 DROP INLET DI-3C,L=10' | | | 0710 06838 1.000 EA | 4447.77000 4447.77| 3500.00000 3500.00| 4300.00000 4300.00 DROP INLET DI-3C,L=12' | | | 0720 06839 2.000 EA | 4903.95000 9807.90| 4000.00000 8000.00| 4600.00000 9200.00 DROP INLET DI-3C,L=14' | | | 0730 06845 1.000 EA | 4903.95000 4903.95| 4000.00000 4000.00| 4300.00000 4300.00 DROP INLET DI-3CC,L=10' | | | 0740 06853 1.000 EA | 4561.81000 4561.81| 3500.00000 3500.00| 4200.00000 4200.00 DROP INLET DI-3E,L=4' | | | 0750 06854 2.000 EA | 3991.59000 7983.18| 3500.00000 7000.00| 4000.00000 8000.00 DROP INLET DI-3E,L=6' | | | 0760 07106 3.000 EA | 5018.00000 15054.00| 5000.00000 15000.00| 4500.00000 13500.00 DROP INLET DI-4A | | | 0770 07108 2.000 EA | 3307.32000 6614.64| 4500.00000 9000.00| 3300.00000 6600.00 DROP INLET DI-4AA | | | 0780 07110 5.000 EA | 3193.27000 15966.35| 4500.00000 22500.00| 3300.00000 16500.00 DROP INLET DI-4B,L=6' | | | 0790 07112 4.000 EA | 5816.31000 23265.24| 5000.00000 20000.00| 5000.00000 20000.00 DROP INLET DI-4B,L=8' | | | 0800 07206 3.000 EA | 4824.12000 14472.36| 5000.00000 15000.00| 4500.00000 13500.00 DROP INLET DI-4C,L=8' | | | 0810 07508 14.000 EA | 3352.93000 46941.02| 3000.00000 42000.00| 3500.00000 49000.00 DROP INLET DI-7 | | | 0820 08938 5.000 EA | 2737.09000 13685.45| 4000.00000 20000.00| 3100.00000 15500.00 DROP INLET DI-12C,L=4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -6 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 08940 1.000 EA | 3763.50000 3763.50| 4000.00000 4000.00| 3700.00000 3700.00 DROP INLET DI-12C,L=6' | | | 0840 08942 1.000 EA | 4447.77000 4447.77| 4000.00000 4000.00| 4100.00000 4100.00 DROP INLET DI-12C,L=8' | | | 0850 09056 187.400 LF | 456.18000 85488.13| 300.00000 56220.00| 650.00000 121810.00 MANHOLE MH-1 OR 2 | | | 0860 09057 34.000 EA | 484.69000 16479.46| 325.00000 11050.00| 760.00000 25840.00 FRAME & COVER MH-1 | | | 0870 09148 48.600 TON | 79.83000 3879.74| 65.00000 3159.00| 110.00000 5346.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0880 09150 523.800 TON | 91.24000 47791.51| 65.00000 34047.00| 87.00000 45570.60 EROSION CONTROL STONE CLASS I, EC-1 | | | 0890 09152 460.000 TON | 91.24000 41970.40| 100.00000 46000.00| 100.00000 46000.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0900 10013 1178.000 TON | 39.92000 47025.76| 40.00000 47120.00| 42.00000 49476.00 CEMENT STAB. AGGR. MATL. NO. 21A | | | 0910 10113 597.000 TON | 25.09000 14978.73| 40.00000 23880.00| 38.00000 22686.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0920 10128 47651.000 TON | 25.09000 1195563.59| 23.00000 1095973.00| 21.00000 1000671.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0930 10495 21550.000 HR | 11.40000 245670.00| 2.50000 53875.00| 1.00000 21550.00 PILOT VEHICLES | | | 0940 10610 14479.000 TON | 77.55000 1122846.45| 70.00000 1013530.00| 73.00000 1056967.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0950 10628 14246.000 SY | 2.20000 31341.20| 2.50000 35615.00| 2.50000 35615.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0960 10629 27495.000 SY | 2.50000 68737.50| 2.50000 68737.50| 2.25000 61863.75 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0970 10635 1862.000 TON | 91.00000 169442.00| 90.00000 167580.00| 84.00000 156408.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0980 10636 10068.000 TON | 86.30000 868868.40| 78.00000 785304.00| 77.00000 775236.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0990 10642 36061.000 TON | 75.00000 2704575.00| 70.00000 2524270.00| 65.00000 2343965.00 ASPHALT CONCRETE TY. BM-25.0A | | | 1000 11070 17744.000 LF | 2.85000 50570.40| 1.25000 22180.00| 1.75000 31052.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 1010 12020 680.000 LF | 17.68000 12022.40| 18.00000 12240.00| 14.00000 9520.00 STD. CURB CG-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -7 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 12022 932.000 LF | 18.25000 17009.00| 20.00000 18640.00| 14.00000 13048.00 RADIAL CURB CG-2 | | | 1030 12030 56.000 LF | 18.25000 1022.00| 25.00000 1400.00| 14.00000 784.00 STD. CURB CG-3 | | | 1040 12032 187.000 LF | 19.39000 3625.93| 22.00000 4114.00| 15.00000 2805.00 RADIAL CURB CG-3 | | | 1050 12600 17102.000 LF | 18.93000 323740.86| 22.00000 376244.00| 16.00000 273632.00 STD. COMB. CURB & GUTTER CG-6 | | | 1060 12610 2936.000 LF | 21.10000 61949.60| 22.00000 64592.00| 17.00000 49912.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 1070 12700 135.000 LF | 23.95000 3233.25| 30.00000 4050.00| 20.00000 2700.00 STD. COMB. CURB & GUTTER CG-7 | | | 1080 12710 30.000 LF | 25.09000 752.70| 40.00000 1200.00| 21.00000 630.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 1090 12720 100.000 LF | 31.93000 3193.00| 32.00000 3200.00| 27.00000 2700.00 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MODIFIED CG-7 | | | 1100 12940 223.000 SY | 84.39000 18818.97| 80.00000 17840.00| 76.00000 16948.00 ENTRANCE GUTTER CG-9D | | | 1110 13108 188.000 SY | 239.50000 45026.00| 225.00000 42300.00| 230.00000 43240.00 CG-12 DETECTABLE WARNING SURFACE | | | 1120 13210 122.000 EA | 114.05000 13914.10| 350.00000 42700.00| 190.00000 23180.00 R/W MONUMENT RM-1 | | | 1130 13220 2545.000 SY | 36.49000 92867.05| 32.00000 81440.00| 28.00000 71260.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 1140 13232 2788.000 SY | 1.14000 3178.32| 1.00000 2788.00| 0.45000 1254.60 GEOTEXTILE DRAINAGE FABRIC | | | 1150 13245 1706.000 SY | 39.92000 68103.52| 30.00000 51180.00| 29.00000 49474.00 NS SIDEWALK SIDEWALK CG-12 4" | | | 1160 13245 107.000 SY | 51.32000 5491.24| 40.00000 4280.00| 40.00000 4280.00 NS SIDEWALK SIDEWALK CONCRETE BUS PAD 6 | | | 1170 13315 5.000 EA | 855.34000 4276.70| 900.00000 4500.00| 840.00000 4200.00 GUARDRAIL TERMINAL GR-11 | | | 1180 13320 1111.000 LF | 18.36000 20397.96| 19.00000 21109.00| 18.00000 19998.00 GUARDRAIL GR-2 | | | 1190 13323 179.000 LF | 29.20000 5226.80| 30.00000 5370.00| 29.00000 5191.00 GUARDRAIL GR-2A | | | 1200 13331 58.000 LF | 20.98000 1216.84| 22.00000 1276.00| 21.00000 1218.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -8 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 13345 9.000 EA | 2509.00000 22581.00| 2500.00000 22500.00| 2500.00000 22500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 1220 13375 92.000 LF | 86.10000 7921.20| 500.00000 46000.00| 84.00000 7728.00 RAILING, TEXAS T-6 | | | 1230 13392 5.000 EA | 1938.77000 9693.85| 2000.00000 10000.00| 1900.00000 9500.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 1240 13393 1.000 EA | 570.23000 570.23| 600.00000 600.00| 560.00000 560.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 1250 13462 507.000 LF | 84.39000 42785.73| 80.00000 40560.00| 150.00000 76050.00 MEDIAN BARRIER MB-7F | | | 1260 13500 1.000 EA | 2280.91000 2280.91| 2200.00000 2200.00| 1100.00000 1100.00 SIGN ISLAND SI-1 | | | 1270 13555 493.000 CY | 463.02000 228268.86| 450.00000 221850.00| 450.00000 221850.00 NS RETAINING WALL RETAINING WALL MOD. | | | RW-3 | | | 1280 13565 1429.000 CY | 29.65000 42369.85| 35.00000 50015.00| 35.00000 50015.00 RETAINING WALL EXCAVATION | | | 1290 13605 87.000 EA | 3899.83000 339285.21| 3200.00000 278400.00| 4000.00000 348000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 1295 13810 10898.000 SF | 1.00000 10898.00| 1.00000 10898.00| 1.00000 10898.00 RETAINING STRUCTURE | | | 1300 21021 509.000 SY | 85.53000 43534.77| 80.00000 40720.00| 74.00000 37666.00 NS MEDIAN STRIP MEDIAN STRIP MOD. MS-1A | | | 1310 21110 2594.000 SY | 84.39000 218907.66| 80.00000 207520.00| 73.00000 189362.00 MEDIAN STRIP MS-1A | | | 1320 21215 2969.000 LF | 31.93000 94800.17| 35.00000 103915.00| 27.00000 80163.00 MEDIAN STRIP MS-2 | | | 1330 22643 5438.000 LF | 10.83000 58893.54| 11.00000 59818.00| 10.50000 57099.00 FENCE FE-CL | | | 1340 22653 6.000 EA | 125.45000 752.70| 125.00000 750.00| 120.00000 720.00 LINE BRACE UNIT FE-CL | | | 1350 22663 26.000 EA | 125.45000 3261.70| 125.00000 3250.00| 120.00000 3120.00 CORNER BRACE UNIT FE-CL | | | 1360 22677 2.000 EA | 684.27000 1368.54| 700.00000 1400.00| 670.00000 1340.00 GATE FE-CL L=14' | | | 1370 23560 10560.000 LF | 1.71000 18057.60| 3.00000 31680.00| 4.25000 44880.00 TEMP. SAFETY FENCE 4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -9 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 23600 367.000 LF | 50.18000 18416.06| 50.00000 18350.00| 49.00000 17983.00 NS FENCE FENCE ( BPF - 5) | | | 1390 24100 4450.000 HR | 5.00000 22250.00| 3.25000 14462.50| 80.00000 356000.00 ALLAYING DUST | | | 1400 24152 47.000 EA | 217.60000 10227.20| 100.00000 4700.00| 210.00000 9870.00 TYPE III BARRICADE 8' | | | 1410 24160 12500.000 SF | 18.50000 231250.00| 7.00000 87500.00| 20.00000 250000.00 CONSTRUCTION SIGNS CONSTRUCTION SIGNS | | | (ALL SIGNS) | | | 1420 24260 265.000 TON | 26.98000 7149.70| 50.00000 13250.00| 37.00000 9805.00 CR. RUN AGGR. NO. 25 OR 26 | | | 1430 24272 21550.000 HR | 5.25000 113137.50| 2.00000 43100.00| 1.00000 21550.00 TRUCK MOUNTED ATTENUATOR | | | 1440 24278 282420.000 DAY | 0.32000 90374.40| 0.25000 70605.00| 0.20000 56484.00 GROUP 2 CHANNELIZING DEVICES | | | 1450 24279 86400.000 HR | 0.98000 84672.00| 2.00000 172800.00| 1.15000 99360.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1460 24281 31250.000 HR | 0.82000 25625.00| 0.60000 18750.00| 1.00000 31250.00 ELECTRONIC ARROW | | | 1470 24282 18100.000 HR | 19.00000 343900.00| 22.00000 398200.00| 1.00000 18100.00 FLAGGER SERVICE | | | 1480 24297 32023.000 LF | 13.20000 422703.60| 5.00000 160115.00| 17.00000 544391.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 1490 24400 6.000 UNIT| 513.20000 3079.20| 200.00000 1200.00| 1300.00000 7800.00 OBSCURING ROADWAY | | | 1500 24410 34721.000 SY | 6.84000 237491.64| 5.00000 173605.00| 6.00000 208326.00 DEMOLITION OF PAVEMENT | | | 1510 24430 3152.000 SY | 8.33000 26256.16| 5.00000 15760.00| 5.60000 17651.20 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1530 24535 9.000 EA | 1539.61000 13856.49| 5000.00000 45000.00| 1600.00000 14400.00 NS ADJUST EXIST. ADJUST EXIST. OR | | | MODIFY EXIST.DRAIN. STRUCTURE | | | 1540 24600 1571.000 LF | 3.42000 5372.82| 4.00000 6284.00| 5.60000 8797.60 REMOVE EXISTING GUARDRAIL | | | 1545 24602 6625.000 LF | 1.43000 9473.75| 3.00000 19875.00| 5.60000 37100.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE ... | | | 1550 25000 399.000 LF | 176.77000 70531.23| 125.00000 49875.00| 110.00000 43890.00 HANDRAIL HR-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -10 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 25508 36.000 MO | 6443.56000 231968.16| 1900.00000 68400.00| 5000.00000 180000.00 NS FIELD OFFICE FIELD OFFICE TY I, MOD. | | | 1570 25561 9.000 DAY | 1140.45000 10264.05| 250.00000 2250.00| 4300.00000 38700.00 FORMAL PARTNERING | | | 1580 25565 LUMP| 8553.40000 8553.40| 25000.00000 25000.00| 14000.00000 14000.00 PROGRESS SCHEDULE BASELINE | | | 1590 25567 27.000 EA | 855.34000 23094.18| 750.00000 20250.00| 1400.00000 37800.00 PROGRESS SCHEDULE UPDATES | | | 1600 25570 LUMP| 867626.29000 867626.29| 823000.00000 823000.00| 850000.00000 850000.00 NS CONTRACT CONTRACT GREENBRIAR PARK. | | | IMPROVE. | | | 1610 25570 LUMP| 509620.80000 509620.80| 400000.00000 400000.00| 450000.00000 450000.00 NS CONTRACT CONTRACT POPLAR TREE PARK. | | | IMPROVE. | | | 1620 26117 343.000 TON | 70.71000 24253.53| 41.00000 14063.00| 72.00000 24696.00 DRY RIPRAP CL. AI | | | 1630 27012 9.410 ACRE| 13571.40000 127706.87| 1700.00000 15997.00| 4900.00000 46109.00 TOPSOIL CLASS A 2" | | | 1640 27023 943.000 CY | 9.12000 8600.16| 12.50000 11787.50| 29.00000 27347.00 TOPSOIL CLASS B | | | 1650 27102 3355.000 LB | 12.26000 41132.30| 25.00000 83875.00| 5.30000 17781.50 REGULAR SEED | | | 1660 27103 2097.000 LB | 3.42000 7171.74| 3.00000 6291.00| 4.20000 8807.40 OVERSEEDING | | | 1680 27215 2.680 TON | 1710.68000 4584.62| 600.00000 1608.00| 1400.00000 3752.00 FERTILIZER(15-30-15) | | | 1690 27250 21.000 TON | 171.07000 3592.47| 150.00000 3150.00| 640.00000 13440.00 LIME | | | 1700 27325 1500.000 SY | 2.57000 3855.00| 6.00000 9000.00| 3.85000 5775.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1710 27326 1441.100 SY | 2.51000 3617.16| 6.00000 8646.60| 3.85000 5548.24 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1720 27410 125.000 EA | 342.14000 42767.50| 350.00000 43750.00| 280.00000 35000.00 CHECK DAM, ROCK TY. I | | | 1730 27415 8.000 EA | 467.59000 3740.72| 250.00000 2000.00| 410.00000 3280.00 CHECK DAM(ROCK) TY. II | | | 1740 27422 6.000 EA | 399.16000 2394.96| 1000.00000 6000.00| 980.00000 5880.00 DEWATERING BASIN | | | 1750 27430 4497.000 CY | 1.14000 5126.58| 5.00000 22485.00| 4.50000 20236.50 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -11 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1760 27440 312.000 HR | 54.74000 17078.88| 70.00000 21840.00| 56.00000 17472.00 MOWING | | | 1770 27451 32.000 EA | 256.60000 8211.20| 225.00000 7200.00| 230.00000 7360.00 INLET PROTECTION TYPE A | | | 1780 27461 204.000 EA | 199.58000 40714.32| 200.00000 40800.00| 110.00000 22440.00 INLET PROTECTION TYPE B | | | 1790 27505 20120.000 LF | 2.28000 45873.60| 3.00000 60360.00| 1.60000 32192.00 TEMP. SILT FENCE | | | 1800 27545 1765.000 CY | 20.53000 36235.45| 8.00000 14120.00| 13.00000 22945.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1810 27550 14.800 LF | 1710.68000 25318.06| 900.00000 13320.00| 2000.00000 29600.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1820 27580 278.000 CY | 4.56000 1267.68| 18.00000 5004.00| 11.00000 3058.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 1830 28820 118.000 UNIT| 45.62000 5383.16| 45.00000 5310.00| 45.00000 5310.00 WATERING | | | 1840 29083 23.000 EA | 74.13000 1704.99| 70.00000 1610.00| 73.00000 1679.00 EASTERN REDBUD 1.0" CAL. | | | 1850 30598 12.000 EA | 228.09000 2737.08| 225.00000 2700.00| 220.00000 2640.00 LONDON PLANETREE 2.50" CAL. | | | 1860 30758 24.000 EA | 228.09000 5474.16| 225.00000 5400.00| 220.00000 5280.00 WILLOW OAK 2.50" CAL. | | | 1870 32034 48.000 EA | 199.58000 9579.84| 200.00000 9600.00| 200.00000 9600.00 DEODAR CEDAR 8' | | | 1880 32144 40.000 EA | 159.66000 6386.40| 170.00000 6800.00| 160.00000 6400.00 EASTERN REDCEDAR 8' | | | 1890 33215 185.000 EA | 34.21000 6328.85| 35.00000 6475.00| 34.00000 6290.00 REDOSIER DOGWOOD 4' | | | 1900 37206 5014.000 EA | 2.57000 12885.98| 3.00000 15042.00| 2.50000 12535.00 BIGBLUE LIRIOPE 4" POT | | | 1910 38930 95.000 EA | 74.13000 7042.35| 200.00000 19000.00| 54.00000 5130.00 NS CONCRETE WHEEL STOP | | | 1920 38950 1772.000 EA | 4.56000 8080.32| 5.00000 8860.00| 4.45000 7885.40 NS LANDSCAPE LANDSCAPE BLACK-EYED SUSAN | | | 1930 38950 5288.000 EA | 4.56000 24113.28| 5.00000 26440.00| 4.45000 23531.60 NS LANDSCAPE LANDSCAPE PENNSYLVANIA | | | SEDGE | | | 1940 38950 5.000 EA | 1710.68000 8553.40| 1750.00000 8750.00| 1700.00000 8500.00 NS LANDSCAPE LANDSCAPE VEGETATIVE | | | CONTROL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -12 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1950 38953 LUMP| 570.23000 570.23| 5000.00000 5000.00| 560.00000 560.00 NS LANDSCAPE LANDSCAPE ADJUST/RELOCATE | | | EXIST. LANDSCAPE ROCK | | | 1960 38956 550.000 UNIT| 34.21000 18815.50| 35.00000 19250.00| 34.00000 18700.00 NS LANDSCAPE MULCHING- ORGANIC | | | BACKFILL | | | 1970 39001 10.000 EA | 199.58000 1995.80| 200.00000 2000.00| 200.00000 2000.00 NS TREE TREE FLAME' AMUR MAPLE | | | 1980 39001 13.000 EA | 171.07000 2223.91| 180.00000 2340.00| 170.00000 2210.00 NS TREE TREE NELLIE STEVENS HOLLY | | | 1990 39001 13.000 EA | 199.58000 2594.54| 200.00000 2600.00| 200.00000 2600.00 NS TREE TREE VALLEY FORGE ELM | | | 2000 39002 151.000 EA | 19.39000 2927.89| 20.00000 3020.00| 19.00000 2869.00 NS SHRUB SHRUB ANTHONY WATERER SPIREA | | | 2010 39002 139.000 EA | 19.39000 2695.21| 20.00000 2780.00| 19.00000 2641.00 NS SHRUB SHRUB BURKWOD VIDURNUM | | | 2020 39002 394.000 EA | 22.81000 8987.14| 20.00000 7880.00| 22.00000 8668.00 NS SHRUB SHRUB DOUBLE KNOCKOUT ROSE | | | 2030 39002 610.000 EA | 19.39000 11827.90| 20.00000 12200.00| 19.00000 11590.00 NS SHRUB SHRUB GOLD TIDE FORSYTHIA | | | 2040 39002 117.000 EA | 22.81000 2668.77| 20.00000 2340.00| 22.00000 2574.00 NS SHRUB SHRUB NIGRA INKBERRY | | | 2050 39002 30.000 EA | 22.81000 684.30| 20.00000 600.00| 22.00000 660.00 NS SHRUB SHRUB NORTHERN BAYBERRY | | | 2060 39002 582.000 EA | 19.39000 11284.98| 20.00000 11640.00| 19.00000 11058.00 NS SHRUB SHRUB PARSON'S JUNIPER | | | 2070 39004 20.400 LB | 291.96000 5955.98| 225.00000 4590.00| 340.00000 6936.00 NS SEED MIXTURE SEED MIXTURE MEADOW | | | 2080 39004 4.900 LB | 640.93000 3140.56| 350.00000 1715.00| 670.00000 3283.00 NS SEED MIXTURE SEED MIXTURE WETLAND | | | 2090 40061 45.000 LF | 79.83000 3592.35| 100.00000 4500.00| 240.00000 10800.00 6" DI WATER MAIN | | | 2100 41104 70.000 EA | 513.20000 35924.00| 350.00000 24500.00| 620.00000 43400.00 ADJUST EXIST. VALVE BOX | | | 2110 41820 2.000 EA | 4960.98000 9921.96| 4500.00000 9000.00| 4400.00000 8800.00 FIRE HYDRANT | | | 2120 41977 6.000 EA | 655.76000 3934.56| 500.00000 3000.00| 590.00000 3540.00 ADJUST EXIST. WATER METER BOX | | | 2130 41982 10.000 EA | 684.27000 6842.70| 750.00000 7500.00| 810.00000 8100.00 NS WATER FACILITIES WATER FACILITIES | | | ADJUST TEST STATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -13 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2140 41982 19.000 EA | 1368.54000 26002.26| 3200.00000 60800.00| 2300.00000 43700.00 NS WATER FACILITIES WATER FACILITIES | | | RELOCATE TEST STATION | | | 2150 49012 100.000 EA | 427.67000 42767.00| 400.00000 40000.00| 1500.00000 150000.00 NS UTILITIES UTILITIES TEST PIT EXCAV | | | IN PAVED AREAS | | | 2160 49012 200.000 EA | 313.62000 62724.00| 400.00000 80000.00| 750.00000 150000.00 NS UTILITIES UTILITIES TEST PIT EXCAV | | | IN UNPAVED AREAS | | | 2170 50108 1174.000 SF | 23.95000 28117.30| 20.00000 23480.00| 21.00000 24654.00 SIGN PANEL | | | 2180 50204 104.000 LF | 68.43000 7116.72| 16.00000 1664.00| 14.50000 1508.00 SIGN POST WOOD 4" X 4" | | | 2190 50430 1146.000 LF | 20.53000 23527.38| 9.00000 10314.00| 8.40000 9626.40 SIGN POST STP-1 2" | | | 2195 50432 150.000 LF | 20.53000 3079.50| 10.00000 1500.00| 9.50000 1425.00 SIGN POST STP-1 2 3/16" | | | 2200 50434 1414.000 LF | 34.21000 48372.94| 10.00000 14140.00| 10.00000 14140.00 SIGN POST STP-1 2 1/2" | | | 2210 50490 142.000 EA | 125.45000 17813.90| 350.00000 49700.00| 340.00000 48280.00 CONCRETE FOUNDATION STP-1 | | | 2220 50613 6.000 EA | 969.39000 5816.34| 300.00000 1800.00| 280.00000 1680.00 RELOC. EXIST. SIGN STRUCT. TY. VA | | | 2230 50663 1.000 EA | 285.11000 285.11| 300.00000 300.00| 280.00000 280.00 REMOVE, SALVAGE SIGN STRUCT. TY. VA | | | 2240 50764 66.000 EA | 171.07000 11290.62| 90.00000 5940.00| 84.00000 5544.00 RELOC. EXIST. SIGN PANEL TY. SP-5 | | | 2250 50860 25.000 EA | 57.02000 1425.50| 150.00000 3750.00| 140.00000 3500.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 2260 50863 48.000 EA | 114.05000 5474.40| 150.00000 7200.00| 140.00000 6720.00 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 2270 50867 47.000 EA | 57.02000 2679.94| 60.00000 2820.00| 56.00000 2632.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 2280 51030 7.000 EA | 2052.82000 14369.74| 1000.00000 7000.00| 1000.00000 7000.00 CONTROLLER | | | 2290 51160 105.000 EA | 57.02000 5987.10| 150.00000 15750.00| 130.00000 13650.00 ELEC.SERV.GROUNDING ELECTRODE (10') | | | 2300 51170 7.000 EA | 2965.18000 20756.26| 1500.00000 10500.00| 1400.00000 9800.00 ELECTRICAL SERVICE SE-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -14 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2310 51184 305.000 EA | 199.58000 60871.90| 200.00000 61000.00| 190.00000 57950.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 2320 51198 47.000 EA | 125.45000 5896.15| 125.00000 5875.00| 120.00000 5640.00 PEDESTRIAN ACTUATION PA-2 | | | 2330 51199 5.000 EA | 627.25000 3136.25| 500.00000 2500.00| 460.00000 2300.00 PEDESTRIAN ACTUATION PA-3 | | | 2340 51212 31.000 EA | 655.76000 20328.56| 750.00000 23250.00| 710.00000 22010.00 PEDESTAL POLE PF-2 12' | | | 2356 51238 297.000 CY | 171.07000 50807.79| 250.00000 74250.00| 710.00000 210870.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 2360 51240 31.000 EA | 513.20000 15909.20| 600.00000 18600.00| 590.00000 18290.00 CONCRETE FOUNDATION PF-2 | | | 2370 51247 7.000 EA | 1083.43000 7584.01| 1000.00000 7000.00| 930.00000 6510.00 CONCRETE FOUND. CF-3 | | | 2380 51327 1.000 EA | 13042.23000 13042.23| 13000.00000 13000.00| 12300.00000 12300.00 SIGNAL POLE MP-1 20' ONE ARM 40' | | | 2390 51333 1.000 EA | 11743.25000 11743.25| 12000.00000 12000.00| 10800.00000 10800.00 SIGNAL POLE MP-1 20' ONE ARM 46' | | | 2400 51337 1.000 EA | 13432.26000 13432.26| 13000.00000 13000.00| 12600.00000 12600.00 SIGNAL POLE MP-1 20' ONE ARM 50' | | | 2410 51347 1.000 EA | 16298.22000 16298.22| 17000.00000 17000.00| 15800.00000 15800.00 SIGNAL POLE MP-1 20' ONE ARM 60' | | | 2420 51412 1.000 EA | 14046.97000 14046.97| 14000.00000 14000.00| 13000.00000 13000.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 50' | | | 2430 51418 2.000 EA | 15076.80000 30153.60| 15000.00000 30000.00| 14100.00000 28200.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 56' | | | 2440 51422 4.000 EA | 17145.58000 68582.32| 17000.00000 68000.00| 16200.00000 64800.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 60' | | | 2450 51425 1.000 EA | 182472.57000 182472.57| 180000.00000 180000.00| 165000.00000 165000.00 NS SIGNAL POLE SIGNAL POLE MONOTUBE | | | STRUCTURE 160' SPAN | | | 2460 51425 4.000 EA | 16670.01000 66680.04| 16000.00000 64000.00| 15100.00000 60400.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 65' | | | 2470 51425 1.000 EA | 17474.03000 17474.03| 20000.00000 20000.00| 18600.00000 18600.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 75' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -15 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2480 51425 1.000 EA | 17938.19000 17938.19| 18000.00000 18000.00| 17300.00000 17300.00 NS SIGNAL POLE SIGNAL POLE MP-1 27' CO. | | | LU. ONE ARM 65' | | | 2490 51425 1.000 EA | 17816.17000 17816.17| 18000.00000 18000.00| 17300.00000 17300.00 NS SIGNAL POLE SIGNAL POLE MP-1 27' CO. | | | LU. ONE ARM 75' | | | 2500 51425 1.000 EA | 20091.37000 20091.37| 20000.00000 20000.00| 19700.00000 19700.00 NS SIGNAL POLE SIGNAL POLE MP-1 27' CO. | | | LU. ONE ARM 80' | | | 2510 51425 1.000 EA | 23139.80000 23139.80| 22000.00000 22000.00| 21600.00000 21600.00 NS SIGNAL POLE SIGNAL POLE MP-1 27' CO. | | | LU. TWO ARMS 50' & 60' | | | 2520 51425 1.000 EA | 23236.74000 23236.74| 22000.00000 22000.00| 21800.00000 21800.00 NS SIGNAL POLE SIGNAL POLE MP-1 27' CO. | | | LU. TWO ARMS 55' & 60' | | | 2530 51600 10290.000 LF | 1.54000 15846.60| 1.00000 10290.00| 0.90000 9261.00 14/2 CONDUCTOR CABLE | | | 2540 51607 30030.000 LF | 1.82000 54654.60| 1.50000 45045.00| 1.40000 42042.00 14/7 CONDUCTOR CABLE | | | 2550 51615 19095.000 LF | 0.46000 8783.70| 1.50000 28642.50| 1.50000 28642.50 14/1 ENCLOSED COND. CABLE | | | 2560 51700 26515.000 LF | 1.54000 40833.10| 1.00000 26515.00| 1.00000 26515.00 14/2 CONDUCTOR CABLE SHIELDED | | | 2570 51832 33.000 EA | 114.05000 3763.65| 100.00000 3300.00| 100.00000 3300.00 HANGER ASSEMBLY SMB-1, ONE WAY | | | 2580 51838 19.000 EA | 188.17000 3575.23| 140.00000 2660.00| 130.00000 2470.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 2590 51840 31.000 EA | 302.22000 9368.82| 350.00000 10850.00| 310.00000 9610.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (CLUSTER) | | | 2600 51840 49.000 EA | 239.50000 11735.50| 200.00000 9800.00| 200.00000 9800.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (IN LINE) | | | 2610 51840 116.000 EA | 239.50000 27782.00| 175.00000 20300.00| 160.00000 18560.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SMD- | | | 2620 51910 8550.000 LF | 7.41000 63355.50| 8.00000 68400.00| 7.70000 65835.00 SAW CUT | | | 2630 51951 394.000 EA | 28.51000 11232.94| 110.00000 43340.00| 110.00000 43340.00 INSTALL SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -16 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2640 51962 3.000 EA | 3136.25000 9408.75| 1100.00000 3300.00| 1100.00000 3300.00 NS RELOCATE RELOCATE EXISTING FLASHING | | | SCHOOL SIGN | | | 2650 51963 7.000 EA | 3991.59000 27941.13| 6000.00000 42000.00| 5700.00000 39900.00 NS REMOVE REMOVE EXIST. SIGNAL EQUIP. | | | PER INTERSECTION | | | 2660 51980 LUMP| 14255.67000 14255.67| 14000.00000 14000.00| 13000.00000 13000.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP. STRINGFELLOW & | | | FAIRLAKES | | | 2670 51980 LUMP| 14255.67000 14255.67| 18000.00000 18000.00| 17400.00000 17400.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & | | | CHANTILLY H.S. | | | 2680 51980 LUMP| 14255.67000 14255.67| 6700.00000 6700.00| 6300.00000 6300.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & | | | LEE JACKSON | | | 2690 51980 LUMP| 14255.67000 14255.67| 20000.00000 20000.00| 18900.00000 18900.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & | | | MELVILLE | | | 2700 51980 LUMP| 14255.67000 14255.67| 13500.00000 13500.00| 12700.00000 12700.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & | | | NORTHBORNE | | | 2710 51980 LUMP| 14255.67000 14255.67| 18000.00000 18000.00| 16800.00000 16800.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & | | | POPULAR TREE | | | 2720 51980 LUMP| 14255.67000 14255.67| 22000.00000 22000.00| 20400.00000 20400.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL TEMP., STRINGFELLOW & PT.| | | PLEASANT | | | 2740 52002 7.000 EA | 2394.95000 16764.65| 1800.00000 12600.00| 2200.00000 15400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTABLE POWER | | | SUPPLY | | | 2750 52002 28.000 EA | 427.67000 11974.76| 1500.00000 42000.00| 590.00000 16520.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS BATTERY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -17 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2760 52002 7.000 EA | 2451.98000 17163.86| 2500.88000 17506.16| 2400.00000 16800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS CABINET TYPE B | | | 2770 52404 52.000 EA | 655.76000 34099.52| 550.00000 28600.00| 510.00000 26520.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 2780 54020 1674.000 LF | 0.75000 1255.50| 1.00000 1674.00| 0.80000 1339.20 TYPE A PAVEMENT LINE MARKING 4" | | | 2790 54032 44759.000 LF | 0.79000 35359.61| 1.00000 44759.00| 0.85000 38045.15 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 2800 54034 2640.000 LF | 1.43000 3775.20| 1.25000 3300.00| 1.50000 3960.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 2810 54037 2592.000 LF | 2.00000 5184.00| 1.50000 3888.00| 2.10000 5443.20 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 2820 54042 5349.000 LF | 5.42000 28991.58| 6.00000 32094.00| 5.80000 31024.20 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 2830 54100 10560.000 LF | 0.66000 6969.60| 1.00000 10560.00| 0.75000 7920.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. (TY. F., CL. I), 6" | | | 2840 54101 8.000 EA | 570.23000 4561.84| 1000.00000 8000.00| 610.00000 4880.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | "SCHOOL ZONE" (PREFORMED) | | | 2850 54101 4.000 EA | 513.21000 2052.84| 40.00000 160.00| 550.00000 2200.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD LINE | | | 2860 54105 75000.000 LF | 0.56000 42000.00| 1.65000 123750.00| 0.60000 45000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2870 54106 75.000 SF | 11.40000 855.00| 3.25000 243.75| 12.00000 900.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 2880 54242 300.000 EA | 7.41000 2223.00| 1.80000 540.00| 7.90000 2370.00 TEMP. PAVE. MARKER 2 WAY | | | 2890 54300 123.000 EA | 85.53000 10520.19| 9.00000 1107.00| 91.00000 11193.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2900 54400 27.000 EA | 142.56000 3849.12| 350.00000 9450.00| 150.00000 4050.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 2910 54550 115987.000 LF | 0.43000 49874.41| 0.75000 86990.25| 0.50000 57993.50 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 2920 54562 5966.000 LF | 2.28000 13602.48| 2.50000 14915.00| 2.50000 14915.00 CONSTR.PAVE.MARK. (TY.F,CL.I)24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -18 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2930 55060 455.000 LF | 2.28000 1037.40| 2.50000 1137.50| 2.35000 1069.25 6 CONDUCTOR CABLE | | | 2940 55080 5570.000 LF | 1.94000 10805.80| 2.50000 13925.00| 2.35000 13089.50 8 CONDUCTOR CABLE | | | 2950 55502 12.000 EA | 427.67000 5132.04| 300.00000 3600.00| 480.00000 5760.00 LUMINAIRE 250 WATT H.P.S. | | | 2960 55586 21.000 EA | 741.29000 15567.09| 700.00000 14700.00| 710.00000 14910.00 JUNCTION BOX JB-S1 | | | 2970 55587 77.000 EA | 741.29000 57079.33| 800.00000 61600.00| 830.00000 63910.00 JUNCTION BOX JB-S2 | | | 2980 55588 29.000 EA | 855.34000 24804.86| 1000.00000 29000.00| 1000.00000 29000.00 JUNCTION BOX JB-S3 | | | 2990 56022 1275.000 LF | 14.83000 18908.25| 15.00000 19125.00| 14.00000 17850.00 1" METAL CONDUIT | | | 3000 56026 145.000 LF | 6.84000 991.80| 10.00000 1450.00| 10.00000 1450.00 1 1/4" METAL CONDUIT | | | 3010 56030 11686.000 LF | 3.99000 46627.14| 4.00000 46744.00| 3.40000 39732.40 2" CONDUIT | | | 3020 56034 4145.000 LF | 4.56000 18901.20| 7.00000 29015.00| 7.10000 29429.50 3" CONDUIT | | | 3030 56038 390.000 LF | 5.70000 2223.00| 8.00000 3120.00| 7.70000 3003.00 4" CONDUIT | | | 3040 56050 1425.000 LF | 22.81000 32504.25| 1.20000 1710.00| 1.20000 1710.00 BORED CONDUIT 2" | | | 3050 56052 2555.000 LF | 45.62000 116559.10| 30.00000 76650.00| 28.00000 71540.00 BORED CONDUIT 4" | | | 3060 56200 17331.000 LF | 4.56000 79029.36| 6.50000 112651.50| 4.55000 78856.05 TRENCH EXCAVATION ECI-1 | | | 3070 56205 23.000 EA | 5246.09000 120660.07| 4200.00000 96600.00| 4200.00000 96600.00 TEST BORE | | | 3090 59000 1.000 EA | 285.11000 285.11| 250.00000 250.00| 450.00000 450.00 NS LIGHTING LIGHTING LUMINAIRE ARM 10' | | | 3100 59000 4.000 EA | 285.11000 1140.44| 250.00000 1000.00| 560.00000 2240.00 NS LIGHTING LIGHTING LUMINAIRE ARM 12' | | | 3110 59000 3.000 EA | 285.11000 855.33| 250.00000 750.00| 670.00000 2010.00 NS LIGHTING LIGHTING LUMINAIRE ARM 14' | | | 3120 59000 1.000 EA | 285.11000 285.11| 250.00000 250.00| 780.00000 780.00 NS LIGHTING LIGHTING LUMINAIRE ARM 18' | | | 3130 59000 3.000 EA | 285.11000 855.33| 250.00000 750.00| 890.00000 2670.00 NS LIGHTING LIGHTING LUMINAIRE ARM 20' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -19 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3140 59001 952.000 LF | 28.51000 27141.52| 50.00000 47600.00| 34.00000 32368.00 NS LIGHTING LIGHTING 6" PIPE SLEEVE | | | 3150 60125 LUMP| 951138.28000 951138.28| 1400000.00000 1400000.00| 1233000.00000 1233000.00 NS BRIDGE BRIDGE PRECAST ARCH | | | 3180 66924 2.000 EA | 16536.58000 33073.16| 25000.00000 50000.00| 25000.00000 50000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PRECAST ARCH WINGWALL | | | 3190 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 1200.00000 1200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.18 D701 | | | 3200 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.22 D703 | | | 3210 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.22 D704 | | | 3220 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.22 D705 | | | 3230 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 600.00000 600.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.23 D702 | | | 3240 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.32 D706 | | | 3250 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 150.00000 150.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.32 D712 | | | 3260 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 1200.00000 1200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.39 D707 | | | 3270 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 1200.00000 1200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.46 D708 | | | 3280 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 1200.00000 1200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.51 D709 | | | 3290 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 1200.00000 1200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.67 D710 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/11/13 PAGE : A48 -20 TABULATION OF BIDS CALL ORDER : A48 CONTRACT ID : C00060864C01 COUNTIES : FAIRFAX LETTING DATE : 12/19/12 10:00 AM DISTRICT : 0A SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) F034 |( 2 ) S018 |( 3 ) G303 |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY |AMERICAN INFRASTRUCTURE-VA, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3300 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.69 D713 | | | 3310 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 300.00000 300.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.7 D700 | | | 3320 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 600.00000 600.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.74 D53 | | | 3330 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 600.00000 600.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.74 D54 | | | 3340 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 600.00000 600.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.74 D55 | | | 3350 70000 LUMP| 285.11000 285.11| 500.00000 500.00| 600.00000 600.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.74 D56 | | | 3360 70515 150000.000 GAL | 0.68000 102000.00| 0.45000 67500.00| 0.50000 75000.00 NS ENVIR.PROTECTION ENVIR. PROTECTION | | | PETROLEUM CONTAMINATED WATER | | | 3370 70525 2000.000 TON | 74.13000 148260.00| 42.00000 84000.00| 51.00000 102000.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | PETROL-CONTAMINATED SOIL REM.& DISP. | | | SECTION TOTALS | $ 22,320,046.87| $ 22,686,037.46| $ 22,938,139.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,320,046.87| $ 22,686,037.46| $ 22,938,139.29 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B03 -1 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00103047N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 03/20/15 COMPLETION DATE PROJECT(S) : (NFO)9999-964-218, N501 FED # NH-TS04(247) CONTRACT DESCRIPTION: ON CALL SIGN & SIGN STRUCTURE REPAIR/REPLACEMENT REG. WIDE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 1,315,061.00 100.0000% 2 V941 VIRGINIA SIGN AND LIGHTING COMPANY, DIVISION OF THE LANE COR $ 1,497,306.00 113.8583% 3 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 1,563,313.08 118.8776% ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) R009 |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00098 9.000 EA | 1000.00000 9000.00| 7500.00000 67500.00| 3110.40000 27993.60 NS MOBILIZATION MOBILIZATION SITE ATTD | | | 0020 24160 400.000 SF | 0.50000 200.00| 3.00000 1200.00| 4.04000 1616.00 CONSTRUCTION SIGNS | | | 0030 24272 800.000 HR | 22.00000 17600.00| 19.50000 15600.00| 9.24000 7392.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 3900.000 DAY | 0.50000 1950.00| 2.50000 9750.00| 0.50000 1950.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 800.000 HR | 2.00000 1600.00| 20.00000 16000.00| 8.09000 6472.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 1200.000 HR | 3.00000 3600.00| 4.50000 5400.00| 3.75000 4500.00 ELECTRONIC ARROW | | | 0070 27000 1.000 ACRE| 2000.00000 2000.00| 2000.00000 2000.00| 8294.40000 8294.40 SELECTIVE TREE REMOVAL TRIMMING AND | | | CLEANUP | | | 0080 50108 5000.000 SF | 29.13000 145650.00| 25.40000 127000.00| 29.06000 145300.00 SIGN PANEL | | | 0090 50110 3000.000 SF | 23.71000 71130.00| 17.40000 52200.00| 24.59000 73770.00 OVERLAY SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B03 -2 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00103047N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) R009 |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 50402 150.000 LF | 31.00000 4650.00| 28.60000 4290.00| 33.92000 5088.00 SIGN POST STEEL 3" | | | 0110 50404 400.000 LF | 34.00000 13600.00| 38.80000 15520.00| 46.45000 18580.00 SIGN POST STEEL 4" | | | 0120 50406 100.000 LF | 39.00000 3900.00| 43.90000 4390.00| 52.42000 5242.00 SIGN POST STEEL 6" | | | 0130 50412 200.000 LF | 60.00000 12000.00| 55.80000 11160.00| 69.26000 13852.00 SIGN POST STEEL 12" | | | 0140 50414 200.000 LF | 70.00000 14000.00| 72.40000 14480.00| 93.05000 18610.00 SIGN POST STEEL 14" | | | 0150 50416 100.000 LF | 74.00000 7400.00| 84.00000 8400.00| 100.20000 10020.00 SIGN POST STEEL 16" | | | 0160 50421 100.000 LF | 93.00000 9300.00| 113.00000 11300.00| 124.69000 12469.00 SIGN POST STEEL 21" | | | 0170 50430 200.000 LF | 13.50000 2700.00| 8.55000 1710.00| 16.63000 3326.00 SIGN POST STP-1 2" | | | 0180 50432 200.000 LF | 11.80000 2360.00| 8.95000 1790.00| 18.71000 3742.00 SIGN POST STP-1 2 3/16" | | | 0190 50434 100.000 LF | 11.75000 1175.00| 12.00000 1200.00| 19.77000 1977.00 SIGN POST STP-1 2 1/2" | | | 0200 50490 20.000 EA | 420.00000 8400.00| 300.00000 6000.00| 354.93000 7098.60 CONCRETE FOUNDATION STP-1 | | | 0210 50500 10.000 EA | 309.00000 3090.00| 202.00000 2020.00| 190.33000 1903.30 CONC. FOUND., SSP-V A 1' DIA. X 3' DEPT | | | 0220 50502 25.000 EA | 680.00000 17000.00| 436.00000 10900.00| 354.09000 8852.25 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0230 50510 4.000 EA | 727.00000 2908.00| 676.00000 2704.00| 874.38000 3497.52 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 0240 50514 4.000 EA | 762.00000 3048.00| 747.00000 2988.00| 1068.68000 4274.72 CONC. FOUND., SSP-VI A 2'9" DIA. X 5'6" | | | DEPTH | | | 0250 50518 4.000 EA | 823.00000 3292.00| 937.00000 3748.00| 1262.99000 5051.96 CONC. FOUND., SSP-VI A 2'9" DIA. X 6'6" | | | DEPTH | | | 0260 50520 4.000 EA | 853.00000 3412.00| 972.00000 3888.00| 1360.14000 5440.56 CONC. FOUND., SSP-VI A 2'9" DIA. X 7' | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B03 -3 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00103047N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) R009 |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 50526 4.000 EA | 1008.00000 4032.00| 937.00000 3748.00| 1503.06000 6012.24 CONC. FOUND., SSP-VI A 3'0" DIA. X 6'6" | | | DEPTH | | | 0280 50528 10.000 EA | 1011.00000 10110.00| 1100.00000 11000.00| 1618.68000 16186.80 CONC. FOUND., SSP-VI A 3'0" DIA. X 7' | | | DEPTH | | | 0290 50530 8.000 EA | 1053.00000 8424.00| 1200.00000 9600.00| 1734.30000 13874.40 CONC. FOUND., SSP-VI A 3'0" DIA. X 7'6" | | | DEPTH | | | 0300 50540 4.000 EA | 1390.00000 5560.00| 1700.00000 6800.00| 2517.95000 10071.80 CONC. FOUND., SSP-VI A 3'6" DIA. X 8' | | | DEPTH | | | 0310 50542 4.000 EA | 1502.00000 6008.00| 1900.00000 7600.00| 2675.32000 10701.28 CONC. FOUND., SSP-VI A 3'6" DIA. X 8'6" | | | DEPTH | | | 0320 50546 4.000 EA | 1509.00000 6036.00| 2100.00000 8400.00| 2578.17000 10312.68 CONC. FOUND., SSP-VI A 3'6" DIA. X 9'6" | | | DEPTH | | | 0330 50575 200.000 C.Y.| 718.00000 143600.00| 848.00000 169600.00| 882.32000 176464.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 0340 50759 25.000 EA | 233.00000 5825.00| 220.00000 5500.00| 282.26000 7056.50 RELOC. EXIST. SIGN PANEL TY. SP-1 PLAN | | | 0350 50760 10.000 EA | 345.00000 3450.00| 708.00000 7080.00| 558.74000 5587.40 RELOC. SIGN TY.SP-1 TO O/H STR. PLAN | | | 0360 50863 10.000 EA | 282.00000 2820.00| 362.00000 3620.00| 282.26000 2822.60 REMOVE-DISPOSE SIGN STRUCT. TY. V A PLA | | | 0370 50864 10.000 EA | 564.00000 5640.00| 725.00000 7250.00| 887.19000 8871.90 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | PLAN | | | 0380 50867 5.000 EA | 56.00000 280.00| 70.50000 352.50| 144.02000 720.10 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | PLAN | | | 0390 50868 5.000 EA | 113.00000 565.00| 118.00000 590.00| 288.03000 1440.15 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | PLAN | | | 0400 50881 20.000 EA | 226.00000 4520.00| 290.00000 5800.00| 276.48000 5529.60 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. PLAN | | | 0410 50882 10.000 EA | 282.00000 2820.00| 580.00000 5800.00| 345.60000 3456.00 REMOVE, DISPOSE SIGN TY.SP-2 FROM O/H | | | STR. PLAN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B03 -4 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00103047N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) R009 |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 50883 3.000 EA | 338.00000 1014.00| 725.00000 2175.00| 414.72000 1244.16 REMOVE, DISPOSE SIGN TY.SP-3 FROM O/H | | | STR. PLAN | | | 0430 50902 2.000 EA | 35802.00000 71604.00| 36600.00000 73200.00| 37719.09000 75438.18 NS TRAFFIC SIGN TRAFFIC SIGN CANTILEVER | | | SIGN STRUCT. 30'-37' LENGTH | | | 0440 50902 2.000 EA | 44155.00000 88310.00| 45700.00000 91400.00| 44649.09000 89298.18 NS TRAFFIC SIGN TRAFFIC SIGN CANTILVER | | | SIGN STRUCT. 38'-45' LENGTH | | | 0450 50902 1.000 EA | 44155.00000 44155.00| 47200.00000 47200.00| 48575.03000 48575.03 NS TRAFFIC SIGN TRAFFIC SIGN O/H SPAN | | | SIGN STRUCT. 55'-65' LENGTH | | | 0460 50902 1.000 EA | 47270.00000 47270.00| 51900.00000 51900.00| 53772.53000 53772.53 NS TRAFFIC SIGN TRAFFIC SIGN O/H SPAN | | | SIGN STRUCT. 66'-75' LENGTH | | | 0470 50902 1.000 EA | 55158.00000 55158.00| 58200.00000 58200.00| 57815.03000 57815.03 NS TRAFFIC SIGN TRAFFIC SIGN O/H SPAN | | | SIGN STRUCT. 76'-85' LENGTH | | | 0480 50902 1.000 EA | 62258.00000 62258.00| 64900.00000 64900.00| 72252.53000 72252.53 NS TRAFFIC SIGN TRAFFIC SIGN O/H SPAN | | | SIGN STRUCT. 86'-95' LENGTH PLAN | | | 0490 50902 1.000 EA | 68650.00000 68650.00| 71700.00000 71700.00| 76872.53000 76872.53 NS TRAFFIC SIGN TRAFFIC SIGN O/H SPAN | | | SIGN STRUCT. 96'-105' LENGTH | | | 0500 51960 30.000 EA | 451.00000 13530.00| 206.00000 6180.00| 581.84000 17455.20 NS INSTALL INSTALL SIGNS PROVIDED BY | | | VDOT | | | 0510 51963 10.000 EA | 2697.00000 26970.00| 2600.00000 26000.00| 4497.30000 44973.00 NS REMOVE REMOVE & DISP. O/H SIGN STRU. | | | TY. CS-1 OR CS-2 PLAN | | | 0520 51963 5.000 EA | 5394.00000 26970.00| 8700.00000 43500.00| 5188.50000 25942.50 NS REMOVE REMOVE & DISP. O/H SIGN STRU. | | | TY. DP-3 OR DP-4 PLAN | | | 0530 51963 5.000 EA | 3774.00000 18870.00| 8000.00000 40000.00| 5188.50000 25942.50 NS REMOVE REMOVE & DISP.O/H SIGN STRU. | | | TY. DP-1 OR DP-2 PLAN | | | 0540 51963 5.000 EA | 677.00000 3385.00| 1900.00000 9500.00| 3197.03000 15985.15 NS REMOVE REMOVE & DISPOSE BRIDGE MOUNT | | | SIGN .STRUCT. PLAN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B03 -5 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00103047N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) R009 |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 51963 10.000 EA | 113.00000 1130.00| 217.00000 2170.00| 213.14000 2131.40 NS REMOVE REMOVE & DISPOSE OF SIGN | | | STRUCT.TY. STP-2 PLAN | | | 0560 51963 20.000 EA | 226.00000 4520.00| 290.00000 5800.00| 138.24000 2764.80 NS REMOVE REMOVE & DISPOSE SIGN PANEL | | | TY. SP-1 PLAN | | | 0570 51963 10.000 EA | 338.00000 3380.00| 435.00000 4350.00| 207.36000 2073.60 NS REMOVE REMOVE & DISPOSE SIGN PANEL | | | TY. SP-2 PLAN | | | 0580 51963 5.000 EA | 451.00000 2255.00| 580.00000 2900.00| 276.48000 1382.40 NS REMOVE REMOVE & DISPOSE SIGN PANEL | | | TY. SP-3 PLAN | | | 0590 51963 25.000 EA | 338.00000 8450.00| 2000.00000 50000.00| 576.06000 14401.50 NS REMOVE REMOVE & DISPOSE SIGN | | | STRUCTURE TY. RP-2 PLAN | | | 0600 51963 25.000 EA | 169.00000 4225.00| 561.00000 14025.00| 299.58000 7489.50 NS REMOVE REMOVE & DISPOSE SIGN | | | STRUCTURE TY. RP-1 PLAN | | | 0610 51963 25.000 EA | 113.00000 2825.00| 72.50000 1812.50| 144.02000 3600.50 NS REMOVE REMOVE & DISPOSE SIGN | | | STRUCTURE TY. STP -1 PLAN | | | 0620 51963 5.000 EA | 1805.00000 9025.00| 1900.00000 9500.00| 1192.55000 5962.75 NS REMOVE REMOVE EXISTING O/H SIGN | | | STRUCT. FOUNDATION PLAN | | | 0630 51963 20.000 EA | 226.00000 4520.00| 88.50000 1770.00| 172.80000 3456.00 NS REMOVE REMOVE GROUT PAD PLAN | | | 0640 55080 3600.000 LF | 1.30000 4680.00| 1.20000 4320.00| 2.54000 9144.00 8 CONDUCTOR CABLE | | | 0650 55500 25.000 EA | 743.00000 18575.00| 633.00000 15825.00| 853.98000 21349.50 LUMINAIRE 150 WATT H.P.S. | | | 0660 55588 7.000 EA | 1011.00000 7077.00| 1200.00000 8400.00| 1253.35000 8773.45 JUNCTION BOX JB-S3 | | | 0670 56030 1200.000 LF | 2.00000 2400.00| 3.05000 3660.00| 7.78000 9336.00 2" CONDUIT | | | 0680 56200 1200.000 LF | 5.00000 6000.00| 5.70000 6840.00| 7.66000 9192.00 TRENCH EXCAVATION ECI-1 | | | 0690 56205 12.000 EA | 1100.00000 13200.00| 1200.00000 14400.00| 998.90000 11986.80 TEST BORE | | | 0700 59001 300.000 LF | 400.00000 120000.00| 366.00000 109800.00| 530.94000 159282.00 NS LIGHTING LIGHTING LUMINAIRE | | | RETRIEVAL SYSTEM | | | SECTION TOTALS | $ 1,315,061.00| $ 1,497,306.00| $ 1,563,313.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,315,061.00| $ 1,497,306.00| $ 1,563,313.08 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -1 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (NFO)0727-082-336, B681 FED # BR-5115(180) (NFO)0727-082-336, M501 FED # BR-5115(180) CONTRACT DESCRIPTION: PROPOSED BRIDGE ON RTE. 727 OVER NORTH RIVER ROCKINGHAM COUNTY - 0.01 MI W. RTE. 11 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F440 FAIRFIELD-ECHOLS, LLC $ 2,236,752.32 100.0000% 2 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 2,561,060.22 114.4991% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,672,922.75 119.5002% 4 P680 PHILLIPS CONSTRUCTION, LLC $ 2,937,120.31 131.3118% ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, 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| 136200.00000 136200.00| 155000.00000 155000.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 00102 LUMP| 15000.00000 15000.00| 17000.00000 17000.00| 26000.00000 26000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 10392.000 CY | 5.15000 53518.80| 8.20000 85214.40| 10.50000 109116.00 REGULAR EXCAVATION | | | 0040 00525 11.000 CY | 210.00000 2310.00| 230.00000 2530.00| 625.00000 6875.00 CONCRETE CLASS A3 MISC. | | | 0050 00588 1700.000 LF | 12.40000 21080.00| 14.00000 23800.00| 11.00000 18700.00 UNDERDRAIN UD-4 | | | 0060 00590 46.000 LF | 12.40000 570.40| 14.00000 644.00| 15.00000 690.00 COMB. UNDERDRAIN CD-1 | | | 0070 00591 60.000 LF | 12.40000 744.00| 14.00000 840.00| 15.00000 900.00 COMB. UNDERDRAIN CD-2 | | | 0080 00595 113.000 LF | 10.30000 1163.90| 12.00000 1356.00| 15.00000 1695.00 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -2 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00596 12.000 EA | 620.00000 7440.00| 700.00000 8400.00| 500.00000 6000.00 ENDWALL EW-12 | | | 0100 00700 111.000 LF | 15.50000 1720.50| 19.00000 2109.00| 9.00000 999.00 POST INSTALLATION INSPECTION | | | 0110 01150 170.000 LF | 39.25000 6672.50| 44.00000 7480.00| 45.00000 7650.00 15" PIPE | | | 0120 01180 188.000 LF | 42.25000 7943.00| 48.00000 9024.00| 58.00000 10904.00 18" PIPE | | | 0130 01240 102.000 LF | 60.00000 6120.00| 68.00000 6936.00| 91.00000 9282.00 24" PIPE | | | 0140 02092 38.000 EA | 361.00000 13718.00| 410.00000 15580.00| 200.00000 7600.00 NS SPEC. DES. SPEC. DES. PERM. WATER | | | QUALITY ROCK CHECK DAM | | | 0150 06150 8.000 EA | 232.00000 1856.00| 260.00000 2080.00| 375.00000 3000.00 15" END SECTION ES-1 OR 2 | | | 0160 06180 8.000 EA | 310.00000 2480.00| 350.00000 2800.00| 385.00000 3080.00 18" END SECTION ES-1 OR 2 | | | 0170 06240 3.000 EA | 465.00000 1395.00| 520.00000 1560.00| 600.00000 1800.00 24" END SECTION ES-1 OR 2 | | | 0180 08965 2.000 EA | 3502.00000 7004.00| 4000.00000 8000.00| 4400.00000 8800.00 DROP INLET DI-13 TY.II | | | 0190 09150 40.000 TON | 52.00000 2080.00| 58.00000 2320.00| 65.00000 2600.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 09250 4.000 EA | 210.00000 840.00| 230.00000 920.00| 325.00000 1300.00 SLOPE DRAIN | | | 0210 10128 4512.000 TON | 15.50000 69936.00| 19.00000 85728.00| 18.50000 83472.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0220 10635 804.000 TON | 86.00000 69144.00| 97.00000 77988.00| 89.00000 71556.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0230 10642 1667.000 TON | 66.25000 110438.75| 75.00000 125025.00| 69.00000 115023.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0240 13232 29.000 SY | 36.10000 1046.90| 41.00000 1189.00| 5.00000 145.00 GEOTEXTILE DRAINAGE FABRIC | | | 0250 13320 511.000 LF | 18.55000 9479.05| 24.00000 12264.00| 22.00000 11242.00 GUARDRAIL GR-2 | | | 0260 13345 3.000 EA | 2475.00000 7425.00| 2700.00000 8100.00| 2500.00000 7500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0270 13383 4.000 EA | 2165.00000 8660.00| 2300.00000 9200.00| 2200.00000 8800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -3 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13570 1400.000 S.F.| 42.00000 58800.00| 110.00000 154000.00| 115.00000 161000.00 NS RETAINING WALL RETAINING WALL .. | | | 0290 24100 100.000 HR | 1.05000 105.00| 37.00000 3700.00| 48.00000 4800.00 ALLAYING DUST | | | 0300 24150 4.000 EA | 250.00000 1000.00| 450.00000 1800.00| 325.00000 1300.00 TYPE III BARRICADE 4' | | | 0310 24160 70.000 SF | 17.00000 1190.00| 25.00000 1750.00| 22.00000 1540.00 CONSTRUCTION SIGNS | | | 0320 24260 331.000 TON | 17.55000 5809.05| 20.00000 6620.00| 17.50000 5792.50 CR. RUN AGGR. NO. 25 OR 26 | | | 0330 24282 2000.000 HR | 17.00000 34000.00| 22.50000 45000.00| 18.00000 36000.00 FLAGGER SERVICE | | | 0340 24290 46.000 LF | 12.00000 552.00| 33.00000 1518.00| 35.00000 1610.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0350 24400 90.000 UNIT| 55.00000 4950.00| 58.00000 5220.00| 125.00000 11250.00 OBSCURING ROADWAY | | | 0360 24430 4843.000 SY | 2.10000 10170.30| 2.30000 11138.90| 2.00000 9686.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 25506 12.000 MO | 950.00000 11400.00| 1100.00000 13200.00| 1700.00000 20400.00 FIELD OFFICE TY.II | | | 0380 26119 44.000 TON | 51.50000 2266.00| 58.00000 2552.00| 55.00000 2420.00 DRY RIPRAP CL.I 18" | | | 0390 27030 320.000 CY | 10.30000 3296.00| 12.00000 3840.00| 17.00000 5440.00 NS TOPSOIL TOPSOIL TOPSOIL COVER (CLASS | | | A, 12") | | | 0400 27102 461.000 LB | 14.45000 6661.45| 25.00000 11525.00| 22.00000 10142.00 REGULAR SEED | | | 0410 27103 288.000 LB | 3.10000 892.80| 3.50000 1008.00| 5.00000 1440.00 OVERSEEDING | | | 0420 27215 1.000 TON | 1030.00000 1030.00| 1700.00000 1700.00| 1350.00000 1350.00 FERTILIZER(15-30-15) | | | 0430 27250 9.000 TON | 260.00000 2340.00| 170.00000 1530.00| 130.00000 1170.00 LIME | | | 0440 27321 1553.000 SY | 2.85000 4426.05| 2.00000 3106.00| 3.50000 5435.50 PROTECTIVE COVERING EC-2 | | | 0450 27326 19.000 SY | 8.25000 156.75| 17.00000 323.00| 9.00000 171.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0460 27410 1.000 EA | 260.00000 260.00| 290.00000 290.00| 275.00000 275.00 CHECK DAM, ROCK TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -4 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27415 41.000 EA | 210.00000 8610.00| 230.00000 9430.00| 165.00000 6765.00 CHECK DAM(ROCK) TY. II | | | 0480 27422 2.000 EA | 800.00000 1600.00| 1200.00000 2400.00| 2700.00000 5400.00 DEWATERING BASIN | | | 0490 27430 752.000 CY | 0.01000 7.52| 0.01000 7.52| 2.00000 1504.00 SILTATION CONTROL EXCAVATION | | | 0500 27505 1010.000 LF | 2.60000 2626.00| 2.90000 2929.00| 3.50000 3535.00 TEMP. SILT FENCE | | | 0510 27506 3248.000 LF | 2.60000 8444.80| 2.90000 9419.20| 2.50000 8120.00 TEMP. FILTER BARRIER | | | 0520 27543 1021.000 SY | 12.40000 12660.40| 14.00000 14294.00| 12.00000 12252.00 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT LOW PERMEABILITY LINER | | | 0530 27545 1213.000 CY | 8.25000 10007.25| 9.30000 11280.90| 11.00000 13343.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0540 27550 7.000 LF | 950.00000 6650.00| 1100.00000 7700.00| 660.00000 4620.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0550 50108 64.000 SF | 36.00000 2304.00| 43.00000 2752.00| 40.00000 2560.00 SIGN PANEL | | | 0560 50206 93.000 LF | 43.00000 3999.00| 24.00000 2232.00| 23.00000 2139.00 SIGN POST WOOD 6" X 6" | | | 0570 50434 108.000 LF | 47.15000 5092.20| 33.00000 3564.00| 30.00000 3240.00 SIGN POST STP-1 2 1/2" | | | 0575 50490 10.000 EA | 185.00000 1850.00| 580.00000 5800.00| 485.00000 4850.00 CONCRETE FOUNDATION STP-1 | | | 0580 50613 1.000 EA | 1200.00000 1200.00| 580.00000 580.00| 650.00000 650.00 RELOC. EXIST. SIGN STRUCT. TY. VA | | | 0590 50863 6.000 EA | 550.00000 3300.00| 260.00000 1560.00| 235.00000 1410.00 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0600 51910 162.000 LF | 8.00000 1296.00| 5.10000 826.20| 6.50000 1053.00 SAW CUT | | | 0610 54032 8555.000 LF | 0.65000 5560.75| 1.50000 12832.50| 1.35000 11549.25 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0620 54042 88.000 LF | 9.90000 871.20| 25.00000 2200.00| 12.00000 1056.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0630 60404 264.000 CY | 700.00000 184800.00| 620.00000 163680.00| 775.00000 204600.00 CONCRETE CLASS A4 | | | 0640 60490 924.000 SY | 4.75000 4389.00| 4.90000 4527.60| 5.75000 5313.00 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -5 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 61701 60950.000 LB | 1.90000 115805.00| 2.10000 127995.00| 2.00000 121900.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0660 61812 229880.000 LS | 330000.00000 330000.00| 415000.00000 415000.00| 390000.00000 390000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0670 62030 416.000 LF | 120.00000 49920.00| 140.00000 58240.00| 135.00000 56160.00 RAILING,KANSAS CORRAL 27" W/CURB | | | 0680 62534 31.000 SY | 60.00000 1860.00| 180.00000 5580.00| 315.00000 9765.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION - 13" | | | 0690 64005 3627.000 TON | 27.00000 97929.00| 28.00000 101556.00| 26.00000 94302.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0700 64011 1768.000 CY | 40.00000 70720.00| 22.00000 38896.00| 37.50000 66300.00 STRUCTURE EXCAVATION | | | 0710 64030 83.000 CY | 60.00000 4980.00| 82.00000 6806.00| 160.00000 13280.00 POROUS BACKFILL | | | 0720 64036 102.000 LF | 20.00000 2040.00| 18.00000 1836.00| 28.00000 2856.00 PIPE UNDERDRAIN 6" | | | 0730 64110 527.000 LF | 42.00000 22134.00| 42.00000 22134.00| 47.00000 24769.00 STEEL PILES 10" | | | 0740 64755 24.000 EA | 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00 PILE POINT FOR 10" STEEL PILE | | | 0750 65013 603.300 CY | 500.00000 301650.00| 400.00000 241320.00| 435.00000 262435.50 CONCRETE CLASS A3 | | | 0760 65200 44980.000 LB | 0.95000 42731.00| 1.00000 44980.00| 1.30000 58474.00 REINF. STEEL | | | 0770 65201 13210.000 LB | 1.90000 25099.00| 2.00000 26420.00| 2.00000 26420.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0780 66120 2.000 EA | 5000.00000 10000.00| 34000.00000 68000.00| 33000.00000 66000.00 COFFERDAM | | | 0790 66239 1283.000 TON | 40.00000 51320.00| 52.00000 66716.00| 50.00000 64150.00 DRY RIPRAP CL.II 38" | | | 0800 67900 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| 45000.00000 45000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. .. | | | 0810 67904 LUMP| 70000.00000 70000.00| 81000.00000 81000.00| 110000.00000 110000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -6 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) O017 |( 3 ) A013 |FAIRFIELD-ECHOLS, LLC |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 70000 LUMP| 55.00000 55.00| 58.00000 58.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 2 D700 | | | 0830 70000 LUMP| 5150.00000 5150.00| 8200.00000 8200.00| 800.00000 800.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 5 D1 | | | 0840 70000 LUMP| 12400.00000 12400.00| 23000.00000 23000.00| 8000.00000 8000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 5 D2 | | | SECTION TOTALS | $ 2,236,752.32| $ 2,561,060.22| $ 2,672,922.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,236,752.32| $ 2,561,060.22| $ 2,672,922.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -7 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) P680 |( ) |( ) |PHILLIPS CONSTRUCTION, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 126465.28000 126465.28| | MOBILIZATION | | | 0020 00102 LUMP| 60881.30000 60881.30| | CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 10392.000 CY | 10.96000 113896.32| | REGULAR EXCAVATION | | | 0040 00525 11.000 CY | 534.15000 5875.65| | CONCRETE CLASS A3 MISC. | | | 0050 00588 1700.000 LF | 12.61000 21437.00| | UNDERDRAIN UD-4 | | | 0060 00590 46.000 LF | 16.06000 738.76| | COMB. UNDERDRAIN CD-1 | | | 0070 00591 60.000 LF | 16.06000 963.60| | COMB. UNDERDRAIN CD-2 | | | 0080 00595 113.000 LF | 12.61000 1424.93| | OUTLET PIPE | | | 0090 00596 12.000 EA | 745.60000 8947.20| | ENDWALL EW-12 | | | 0100 00700 111.000 LF | 11.47000 1273.17| | POST INSTALLATION INSPECTION | | | 0110 01150 170.000 LF | 43.80000 7446.00| | 15" PIPE | | | 0120 01180 188.000 LF | 48.70000 9155.60| | 18" PIPE | | | 0130 01240 102.000 LF | 62.56000 6381.12| | 24" PIPE | | | 0140 02092 38.000 EA | 640.35000 24333.30| | NS SPEC. DES. SPEC. DES. PERM. WATER | | | QUALITY ROCK CHECK DAM | | | 0150 06150 8.000 EA | 828.57000 6628.56| | 15" END SECTION ES-1 OR 2 | | | 0160 06180 8.000 EA | 920.71000 7365.68| | 18" END SECTION ES-1 OR 2 | | | 0170 06240 3.000 EA | 1208.81000 3626.43| | 24" END SECTION ES-1 OR 2 | | | 0180 08965 2.000 EA | 3288.25000 6576.50| | DROP INLET DI-13 TY.II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -8 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) P680 |( ) |( ) |PHILLIPS CONSTRUCTION, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 09150 40.000 TON | 55.11000 2204.40| | EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 09250 4.000 EA | 778.41000 3113.64| | SLOPE DRAIN | | | 0210 10128 4512.000 TON | 21.28000 96015.36| | AGGR. BASE MATL. TY. I NO. 21B | | | 0220 10635 804.000 TON | 95.39000 76693.56| | ASPHALT CONCRETE TY. SM-9.5A | | | 0230 10642 1667.000 TON | 73.68000 122824.56| | ASPHALT CONCRETE TY. BM-25.0A | | | 0240 13232 29.000 SY | 4.45000 129.05| | GEOTEXTILE DRAINAGE FABRIC | | | 0250 13320 511.000 LF | 22.94000 11722.34| | GUARDRAIL GR-2 | | | 0260 13345 3.000 EA | 4014.77000 12044.31| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0270 13383 4.000 EA | 5735.39000 22941.56| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0280 13570 1400.000 S.F.| 143.03000 200242.00| | NS RETAINING WALL RETAINING WALL .. | | | 0290 24100 100.000 HR | 56.70000 5670.00| | ALLAYING DUST | | | 0300 24150 4.000 EA | 642.98000 2571.92| | TYPE III BARRICADE 4' | | | 0310 24160 70.000 SF | 19.66000 1376.20| | CONSTRUCTION SIGNS | | | 0320 24260 331.000 TON | 21.02000 6957.62| | CR. RUN AGGR. NO. 25 OR 26 | | | 0330 24282 2000.000 HR | 14.79000 29580.00| | FLAGGER SERVICE | | | 0340 24290 46.000 LF | 43.14000 1984.44| | TRAFFIC BARRIER SERVICE CONCRETE | | | 0350 24400 90.000 UNIT| 139.83000 12584.70| | OBSCURING ROADWAY | | | 0360 24430 4843.000 SY | 3.92000 18984.56| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 25506 12.000 MO | 2294.15000 27529.80| | FIELD OFFICE TY.II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -9 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) P680 |( ) |( ) |PHILLIPS CONSTRUCTION, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 26119 44.000 TON | 38.82000 1708.08| | DRY RIPRAP CL.I 18" | | | 0390 27030 320.000 CY | 5.74000 1836.80| | NS TOPSOIL TOPSOIL TOPSOIL COVER (CLASS | | | A, 12") | | | 0400 27102 461.000 LB | 10.89000 5020.29| | REGULAR SEED | | | 0410 27103 288.000 LB | 6.30000 1814.40| | OVERSEEDING | | | 0420 27215 1.000 TON | 1003.70000 1003.70| | FERTILIZER(15-30-15) | | | 0430 27250 9.000 TON | 286.77000 2580.93| | LIME | | | 0440 27321 1553.000 SY | 2.29000 3556.37| | PROTECTIVE COVERING EC-2 | | | 0450 27326 19.000 SY | 9.17000 174.23| | SOIL STABILIZATION MAT EC-3 TYPE B | | | 0460 27410 1.000 EA | 956.39000 956.39| | CHECK DAM, ROCK TY. I | | | 0470 27415 41.000 EA | 530.75000 21760.75| | CHECK DAM(ROCK) TY. II | | | 0480 27422 2.000 EA | 7514.53000 15029.06| | DEWATERING BASIN | | | 0490 27430 752.000 CY | 10.19000 7662.88| | SILTATION CONTROL EXCAVATION | | | 0500 27505 1010.000 LF | 2.06000 2080.60| | TEMP. SILT FENCE | | | 0510 27506 3248.000 LF | 2.06000 6690.88| | TEMP. FILTER BARRIER | | | 0520 27543 1021.000 SY | 23.20000 23687.20| | NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT LOW PERMEABILITY LINER | | | 0530 27545 1213.000 CY | 4.19000 5082.47| | STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0540 27550 7.000 LF | 1328.68000 9300.76| | STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0550 50108 64.000 SF | 29.47000 1886.08| | SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -10 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) P680 |( ) |( ) |PHILLIPS CONSTRUCTION, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 50206 93.000 LF | 30.97000 2880.21| | SIGN POST WOOD 6" X 6" | | | 0570 50434 108.000 LF | 27.52000 2972.16| | SIGN POST STP-1 2 1/2" | | | 0575 50490 10.000 EA | 206.47000 2064.70| | CONCRETE FOUNDATION STP-1 | | | 0580 50613 1.000 EA | 229.42000 229.42| | RELOC. EXIST. SIGN STRUCT. TY. VA | | | 0590 50863 6.000 EA | 430.16000 2580.96| | REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0600 51910 162.000 LF | 5.74000 929.88| | SAW CUT | | | 0610 54032 8555.000 LF | 1.44000 12319.20| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0620 54042 88.000 LF | 24.66000 2170.08| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0630 60404 264.000 CY | 737.74000 194763.36| | CONCRETE CLASS A4 | | | 0640 60490 924.000 SY | 4.79000 4425.96| | BRIDGE DECK GROOVING | | | 0650 61701 60950.000 LB | 1.77000 107881.50| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0660 61812 229880.000 LS | 450506.49000 450506.49| | STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0670 62030 416.000 LF | 293.36000 122037.76| | RAILING,KANSAS CORRAL 27" W/CURB | | | 0680 62534 31.000 SY | 179.07000 5551.17| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION - 13" | | | 0690 64005 3627.000 TON | 23.93000 86794.11| | SELECT MATL. TY. I MIN. CBR-30 | | | 0700 64011 1768.000 CY | 16.35000 28906.80| | STRUCTURE EXCAVATION | | | 0710 64030 83.000 CY | 25.23000 2094.09| | POROUS BACKFILL | | | 0720 64036 102.000 LF | 15.67000 1598.34| | PIPE UNDERDRAIN 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B09 -11 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00077421B81 COUNTIES : ROCKINGHAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) P680 |( ) |( ) |PHILLIPS CONSTRUCTION, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 64110 527.000 LF | 68.29000 35988.83| | STEEL PILES 10" | | | 0740 64755 24.000 EA | 135.35000 3248.40| | PILE POINT FOR 10" STEEL PILE | | | 0750 65013 603.300 CY | 638.20000 385026.06| | CONCRETE CLASS A3 | | | 0760 65200 44980.000 LB | 0.92000 41381.60| | REINF. STEEL | | | 0770 65201 13210.000 LB | 1.77000 23381.70| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0780 66120 2.000 EA | 16039.46000 32078.92| | COFFERDAM | | | 0790 66239 1283.000 TON | 38.35000 49203.05| | DRY RIPRAP CL.II 38" | | | 0800 67900 LUMP| 40214.57000 40214.57| | NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. .. | | | 0810 67904 LUMP| 89779.45000 89779.45| | NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0820 70000 LUMP| 279.58000 279.58| | NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 2 D700 | | | 0830 70000 LUMP| 11547.06000 11547.06| | NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 5 D1 | | | 0840 70000 LUMP| 13866.61000 13866.61| | NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 5 D2 | | | SECTION TOTALS | $ 2,937,120.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,937,120.31| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B26 -1 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C000103061N01 COUNTIES : DINWIDDIE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/15/13 COMPLETION DATE PROJECT(S) : (NFO)0085-026-219, N501 FED # IM-PM04(377) CONTRACT DESCRIPTION: CONCRETE PATCHING MM 59.5 TO MM 61.4 NB LANES MM 61.4 TO MM 42.0 SB LANES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 I933 INTERSTATE IMPROVEMENT, INC. $ 2,499,999.96 100.0000% ==================================================================================================================================== |( 1 ) I933 |( ) |( ) |INTERSTATE IMPROVEMENT, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10375 24154.589 SY | 103.50000 2499999.96| | NS HYDRAULIC CEMENT HYDRAULIC CEMENT | | | PATCH CONC. PVMT CRCP TY IV-A 8" | | | SECTION TOTALS | $ 2,499,999.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,499,999.96| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -1 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 03/28/14 COMPLETION DATE PROJECT(S) : (NFO)0295-964-210, N501 FED # OC-295-3(077) CONTRACT DESCRIPTION: UPGRADE/REPLACE SIGNS MM 27.5 MM 41.4 NBL & SBL SET-ASIDE : ANDY KEETON VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M969 MESSER CONTRACTING, L.L.C. $ 2,084,461.45 100.0000% 2 M813 MCCLAIN & CO., INC. $ 2,084,952.17 100.0235% 3 V941 VIRGINIA SIGN AND LIGHTING COMPANY, DIVISION OF THE LANE COR $ 2,087,693.89 100.1551% 4 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 2,290,817.02 109.8997% 5 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 2,425,380.00 116.3552% ==================================================================================================================================== |( 1 ) M969 |( 2 ) M813 |( 3 ) V941 |MESSER CONTRACTING, L.L.C. |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13315 3.000 EA | 907.50000 2722.50| 1833.00000 5499.00| 950.00000 2850.00 GUARDRAIL TERMINAL GR-11 | | | 0020 13320 550.000 LF | 19.80000 10890.00| 24.00000 13200.00| 22.00000 12100.00 GUARDRAIL GR-2 | | | 0030 13345 1.000 EA | 2750.00000 2750.00| 4000.00000 4000.00| 3000.00000 3000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0040 13349 1.000 EA | 1045.00000 1045.00| 1200.00000 1200.00| 1100.00000 1100.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0050 13393 2.000 EA | 1045.00000 2090.00| 1200.00000 2400.00| 2200.00000 4400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0060 16242 10.000 TON | 71.50000 715.00| 70.00000 700.00| 100.00000 1000.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0070 24160 1332.000 SF | 5.00000 6660.00| 0.50000 666.00| 3.00000 3996.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -2 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) M969 |( 2 ) M813 |( 3 ) V941 |MESSER CONTRACTING, L.L.C. |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24272 8432.000 HR | 14.00000 118048.00| 15.00000 126480.00| 7.00000 59024.00 TRUCK MOUNTED ATTENUATOR | | | 0090 24278 6480.000 DAY | 0.50000 3240.00| 0.50000 3240.00| 3.00000 19440.00 GROUP 2 CHANNELIZING DEVICES | | | 0100 24279 8432.000 HR | 3.00000 25296.00| 2.00000 16864.00| 9.00000 75888.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0110 24281 5616.000 HR | 4.47000 25103.52| 2.00000 11232.00| 2.00000 11232.00 ELECTRONIC ARROW | | | 0120 24601 400.000 LF | 3.30000 1320.00| 3.00000 1200.00| 2.55000 1020.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0130 27000 1.000 ACRE| 2500.00000 2500.00| 3000.00000 3000.00| 4500.00000 4500.00 SELECTIVE TREE REMOVAL TRIMMING AND | | | CLEANUP | | | 0140 50108 19907.000 SF | 22.00000 437954.00| 26.00000 517582.00| 22.30000 443926.10 SIGN PANEL | | | 0150 50110 1785.000 SF | 20.75000 37038.75| 19.21000 34289.85| 18.92000 33772.20 OVERLAY SIGN PANEL | | | 0160 50402 144.000 LF | 30.10000 4334.40| 33.66000 4847.04| 29.70000 4276.80 SIGN POST STEEL 3" | | | 0170 50404 1022.000 LF | 44.70000 45683.40| 39.96000 40839.12| 34.20000 34952.40 SIGN POST STEEL 4" | | | 0180 50406 11.000 LF | 55.00000 605.00| 37.16000 408.76| 43.74000 481.14 SIGN POST STEEL 6" | | | 0190 50410 48.000 LF | 54.80000 2630.40| 51.86000 2489.28| 53.50000 2568.00 SIGN POST STEEL 10" | | | 0200 50412 649.000 LF | 53.30000 34591.70| 61.66000 40017.34| 59.00000 38291.00 SIGN POST STEEL 12" | | | 0210 50414 204.000 LF | 71.75000 14637.00| 70.62000 14406.48| 71.50000 14586.00 SIGN POST STEEL 14" | | | 0220 50416 36.000 LF | 85.65000 3083.40| 75.66000 2723.76| 79.00000 2844.00 SIGN POST STEEL 16" | | | 0230 50430 394.000 LF | 8.12000 3199.28| 16.61000 6544.34| 8.50000 3349.00 SIGN POST STP-1 2" | | | 0240 50432 1310.000 LF | 11.23000 14711.30| 10.38000 13597.80| 10.30000 13493.00 SIGN POST STP-1 2 3/16" | | | 0250 50434 1310.000 LF | 8.83000 11567.30| 10.24000 13414.40| 13.60000 17816.00 SIGN POST STP-1 2 1/2" | | | 0260 50490 142.000 EA | 295.00000 41890.00| 372.00000 52824.00| 388.00000 55096.00 CONCRETE FOUNDATION STP-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -3 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) M969 |( 2 ) M813 |( 3 ) V941 |MESSER CONTRACTING, L.L.C. |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 50500 11.000 EA | 313.00000 3443.00| 300.00000 3300.00| 192.00000 2112.00 CONC. FOUND., SSP-V A 1' DIA. X 3' DEPT | | | 0280 50502 82.000 EA | 434.00000 35588.00| 410.00000 33620.00| 444.00000 36408.00 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0290 50506 4.000 EA | 532.00000 2128.00| 544.00000 2176.00| 639.00000 2556.00 CONC. FOUND., SSP-VI A 2'3" DIA. X 4'6" | | | DEPTH | | | 0300 50510 2.000 EA | 784.00000 1568.00| 610.00000 1220.00| 969.00000 1938.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 0310 50512 28.000 EA | 867.00000 24276.00| 616.00000 17248.00| 1019.00000 28532.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 5' | | | DEPTH | | | 0320 50514 4.000 EA | 962.00000 3848.00| 633.00000 2532.00| 1119.00000 4476.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 5'6" | | | DEPTH | | | 0330 50516 6.000 EA | 1068.00000 6408.00| 653.00000 3918.00| 1211.00000 7266.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 6' | | | DEPTH | | | 0340 50520 2.000 EA | 1186.00000 2372.00| 685.00000 1370.00| 1326.00000 2652.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 7' | | | DEPTH | | | 0350 50526 4.000 EA | 1209.00000 4836.00| 770.00000 3080.00| 1300.00000 5200.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 6'6" | | | DEPTH | | | 0360 50528 10.000 EA | 1315.00000 13150.00| 910.00000 9100.00| 1343.00000 13430.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 7' | | | DEPTH | | | 0370 50540 2.000 EA | 2271.00000 4542.00| 1057.00000 2114.00| 1792.00000 3584.00 CONC. FOUND., SSP-VI A 3'6" DIA. X 8' | | | DEPTH | | | 0380 50575 284.000 C.Y.| 700.00000 198800.00| 825.00000 234300.00| 400.00000 113600.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 0390 50759 3.000 EA | 264.00000 792.00| 250.00000 750.00| 308.00000 924.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0400 50863 25.000 EA | 306.00000 7650.00| 282.00000 7050.00| 221.00000 5525.00 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0410 50864 6.000 EA | 925.00000 5550.00| 500.00000 3000.00| 738.00000 4428.00 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -4 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) M969 |( 2 ) M813 |( 3 ) V941 |MESSER CONTRACTING, L.L.C. |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 50867 25.000 EA | 49.90000 1247.50| 50.00000 1250.00| 73.75000 1843.75 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0430 50881 38.000 EA | 250.00000 9500.00| 226.00000 8588.00| 295.00000 11210.00 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 0440 50882 24.000 EA | 350.00000 8400.00| 282.00000 6768.00| 443.00000 10632.00 REMOVE, DISPOSE SIGN TY.SP-2 FROM O/H | | | STR. | | | 0450 50883 21.000 EA | 400.00000 8400.00| 338.00000 7098.00| 591.00000 12411.00 REMOVE, DISPOSE SIGN TY.SP-3 FROM O/H | | | STR. | | | 0460 50902 1.000 EA | 82810.00000 82810.00| 72828.00000 72828.00| 100000.00000 100000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #12, SPAN | | | 0470 50902 1.000 EA | 100862.00000 100862.00| 89971.00000 89971.00| 100000.00000 100000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #163, SPAN | | | 0480 50902 1.000 EA | 97672.00000 97672.00| 80073.00000 80073.00| 100000.00000 100000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #181, SPAN | | | 0490 50902 1.000 EA | 109874.00000 109874.00| 89719.00000 89719.00| 100000.00000 100000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #323, SPAN | | | 0500 50902 1.000 EA | 141655.00000 141655.00| 126574.00000 126574.00| 140000.00000 140000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #328, SPAN | | | 0510 50902 1.000 EA | 120125.00000 120125.00| 97441.00000 97441.00| 110000.00000 110000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #359, SPAN | | | 0520 50902 1.000 EA | 111137.00000 111137.00| 93160.00000 93160.00| 100000.00000 100000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #362, SPAN | | | 0530 51963 7.000 EA | 3000.00000 21000.00| 4040.00000 28280.00| 5718.00000 40026.00 NS REMOVE REMOVE & DISPOSE O/H SIGN | | | STRUCT. SPAN | | | 0540 51963 375.000 EA | 75.00000 28125.00| 113.00000 42375.00| 154.00000 57750.00 NS REMOVE REMOVE & DISPOSE SP-1 ATTD | | | 0550 51963 17.000 EA | 145.00000 2465.00| 170.00000 2890.00| 443.00000 7531.00 NS REMOVE REMOVE & DISPOSE SP-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -5 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) M969 |( 2 ) M813 |( 3 ) V941 |MESSER CONTRACTING, L.L.C. |MCCLAIN & CO., INC. |VIRGINIA SIGN AND LIGHTING COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 51963 176.000 EA | 75.00000 13200.00| 100.00000 17600.00| 119.00000 20944.00 NS REMOVE REMOVE & DISPOSE STP-1 | | | 0570 55080 6450.000 LF | 1.75000 11287.50| 1.60000 10320.00| 1.10000 7095.00 8 CONDUCTOR CABLE | | | 0580 55344 1.000 EA | 2848.00000 2848.00| 3760.00000 3760.00| 1845.00000 1845.00 ELECT. SERVICE SE-7 TYPE A | | | 0590 55588 16.000 EA | 1014.00000 16224.00| 900.00000 14400.00| 1271.00000 20336.00 JUNCTION BOX JB-S3 | | | 0600 56030 2150.000 LF | 2.65000 5697.50| 1.60000 3440.00| 3.35000 7202.50 2" CONDUIT | | | 0610 56200 2150.000 LF | 4.10000 8815.00| 7.00000 15050.00| 2.90000 6235.00 TRENCH EXCAVATION ECI-1 | | | 0620 56205 14.000 EA | 990.00000 13860.00| 1066.00000 14924.00| 2500.00000 35000.00 TEST BORE | | | SECTION TOTALS | $ 2,084,461.45| $ 2,084,952.17| $ 2,087,693.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,084,461.45| $ 2,084,952.17| $ 2,087,693.89 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -6 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) R009 |( 5 ) M957 |( ) |RICHARDSON-WAYLAND ELECTRIC |MIDASCO VA LLC (USE N VA: M | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13315 3.000 EA | 952.88000 2858.64| 1000.00000 3000.00| GUARDRAIL TERMINAL GR-11 | | | 0020 13320 550.000 LF | 20.79000 11434.50| 22.00000 12100.00| GUARDRAIL GR-2 | | | 0030 13345 1.000 EA | 3417.42000 3417.42| 3000.00000 3000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0040 13349 1.000 EA | 1097.25000 1097.25| 1100.00000 1100.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0050 13393 2.000 EA | 1097.25000 2194.50| 1100.00000 2200.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0060 16242 10.000 TON | 86.63000 866.30| 235.00000 2350.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0070 24160 1332.000 SF | 4.04000 5381.28| 0.10000 133.20| CONSTRUCTION SIGNS | | | 0080 24272 8432.000 HR | 9.24000 77911.68| 0.50000 4216.00| TRUCK MOUNTED ATTENUATOR | | | 0090 24278 6480.000 DAY | 0.50000 3240.00| 0.10000 648.00| GROUP 2 CHANNELIZING DEVICES | | | 0100 24279 8432.000 HR | 8.09000 68214.88| 0.10000 843.20| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0110 24281 5616.000 HR | 3.80000 21340.80| 0.10000 561.60| ELECTRONIC ARROW | | | 0120 24601 400.000 LF | 3.47000 1388.00| 3.50000 1400.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0130 27000 1.000 ACRE| 7948.80000 7948.80| 2000.00000 2000.00| SELECTIVE TREE REMOVAL TRIMMING AND | | | CLEANUP | | | 0140 50108 19907.000 SF | 27.41000 545650.87| 27.00000 537489.00| SIGN PANEL | | | 0150 50110 1785.000 SF | 18.80000 33558.00| 24.00000 42840.00| OVERLAY SIGN PANEL | | | 0160 50402 144.000 LF | 31.27000 4502.88| 30.00000 4320.00| SIGN POST STEEL 3" | | | 0170 50404 1022.000 LF | 43.22000 44170.84| 45.00000 45990.00| SIGN POST STEEL 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -7 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) R009 |( 5 ) M957 |( ) |RICHARDSON-WAYLAND ELECTRIC |MIDASCO VA LLC (USE N VA: M | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 50406 11.000 LF | 51.85000 570.35| 60.00000 660.00| SIGN POST STEEL 6" | | | 0190 50410 48.000 LF | 52.77000 2532.96| 71.00000 3408.00| SIGN POST STEEL 10" | | | 0200 50412 649.000 LF | 53.92000 34994.08| 80.00000 51920.00| SIGN POST STEEL 12" | | | 0210 50414 204.000 LF | 68.33000 13939.32| 94.00000 19176.00| SIGN POST STEEL 14" | | | 0220 50416 36.000 LF | 82.36000 2964.96| 90.00000 3240.00| SIGN POST STEEL 16" | | | 0230 50430 394.000 LF | 16.20000 6382.80| 15.00000 5910.00| SIGN POST STP-1 2" | | | 0240 50432 1310.000 LF | 18.28000 23946.80| 12.00000 15720.00| SIGN POST STP-1 2 3/16" | | | 0250 50434 1310.000 LF | 19.34000 25335.40| 26.00000 34060.00| SIGN POST STP-1 2 1/2" | | | 0260 50490 142.000 EA | 349.17000 49582.14| 425.00000 60350.00| CONCRETE FOUNDATION STP-1 | | | 0270 50500 11.000 EA | 167.29000 1840.19| 425.00000 4675.00| CONC. FOUND., SSP-V A 1' DIA. X 3' DEPT | | | 0280 50502 82.000 EA | 346.00000 28372.00| 650.00000 53300.00| CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0290 50506 4.000 EA | 571.95000 2287.80| 900.00000 3600.00| CONC. FOUND., SSP-VI A 2'3" DIA. X 4'6" | | | DEPTH | | | 0300 50510 2.000 EA | 854.40000 1708.80| 1000.00000 2000.00| CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 0310 50512 28.000 EA | 949.33000 26581.24| 1000.00000 28000.00| CONC. FOUND., SSP-VI A 2'9" DIA. X 5' | | | DEPTH | | | 0320 50514 4.000 EA | 1044.26000 4177.04| 1000.00000 4000.00| CONC. FOUND., SSP-VI A 2'9" DIA. X 5'6" | | | DEPTH | | | 0330 50516 6.000 EA | 1139.20000 6835.20| 1050.00000 6300.00| CONC. FOUND., SSP-VI A 2'9" DIA. X 6' | | | DEPTH | | | 0340 50520 2.000 EA | 1329.06000 2658.12| 1300.00000 2600.00| CONC. FOUND., SSP-VI A 2'9" DIA. X 7' | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -8 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) R009 |( 5 ) M957 |( ) |RICHARDSON-WAYLAND ELECTRIC |MIDASCO VA LLC (USE N VA: M | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 50526 4.000 EA | 1280.42000 5121.68| 1500.00000 6000.00| CONC. FOUND., SSP-VI A 3'0" DIA. X 6'6" | | | DEPTH | | | 0360 50528 10.000 EA | 1581.70000 15817.00| 1500.00000 15000.00| CONC. FOUND., SSP-VI A 3'0" DIA. X 7' | | | DEPTH | | | 0370 50540 2.000 EA | 2460.41000 4920.82| 1800.00000 3600.00| CONC. FOUND., SSP-VI A 3'6" DIA. X 8' | | | DEPTH | | | 0380 50575 284.000 C.Y.| 862.16000 244853.44| 900.00000 255600.00| CONC. FOUND. O/H SIGN STRUCTURE | | | 0390 50759 3.000 EA | 270.74000 812.22| 560.00000 1680.00| RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0400 50863 25.000 EA | 270.74000 6768.50| 1600.00000 40000.00| REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0410 50864 6.000 EA | 852.63000 5115.78| 2300.00000 13800.00| REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 0420 50867 25.000 EA | 138.26000 3456.50| 190.00000 4750.00| REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0430 50881 38.000 EA | 264.96000 10068.48| 450.00000 17100.00| REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 0440 50882 24.000 EA | 331.20000 7948.80| 880.00000 21120.00| REMOVE, DISPOSE SIGN TY.SP-2 FROM O/H | | | STR. | | | 0450 50883 21.000 EA | 397.44000 8346.24| 1300.00000 27300.00| REMOVE, DISPOSE SIGN TY.SP-3 FROM O/H | | | STR. | | | 0460 50902 1.000 EA | 71144.88000 71144.88| 80000.00000 80000.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #12, SPAN | | | 0470 50902 1.000 EA | 92523.93000 92523.93| 102000.00000 102000.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #163, SPAN | | | 0480 50902 1.000 EA | 87586.31000 87586.31| 92000.00000 92000.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #181, SPAN | | | 0490 50902 1.000 EA | 103438.68000 103438.68| 102500.00000 102500.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #323, SPAN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B39 -9 TABULATION OF BIDS CALL ORDER : B39 CONTRACT ID : C00102954N01 COUNTIES : RICHMOND LETTING DATE : 12/19/12 10:00 AM DISTRICT : 04 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) R009 |( 5 ) M957 |( ) |RICHARDSON-WAYLAND ELECTRIC |MIDASCO VA LLC (USE N VA: M | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 50902 1.000 EA | 120509.58000 120509.58| 135250.00000 135250.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #328, SPAN | | | 0510 50902 1.000 EA | 96693.48000 96693.48| 106250.00000 106250.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #359, SPAN | | | 0520 50902 1.000 EA | 94718.43000 94718.43| 101000.00000 101000.00| NS TRAFFIC SIGN TRAFFIC SIGN O/H LOC. | | | #362, SPAN | | | 0530 51963 7.000 EA | 9970.05000 69790.35| 4600.00000 32200.00| NS REMOVE REMOVE & DISPOSE O/H SIGN | | | STRUCT. SPAN | | | 0540 51963 375.000 EA | 132.48000 49680.00| 300.00000 112500.00| NS REMOVE REMOVE & DISPOSE SP-1 ATTD | | | 0550 51963 17.000 EA | 198.72000 3378.24| 300.00000 5100.00| NS REMOVE REMOVE & DISPOSE SP-2 | | | 0560 51963 176.000 EA | 264.96000 46632.96| 700.00000 123200.00| NS REMOVE REMOVE & DISPOSE STP-1 | | | 0570 55080 6450.000 LF | 2.35000 15157.50| 1.00000 6450.00| 8 CONDUCTOR CABLE | | | 0580 55344 1.000 EA | 2230.38000 2230.38| 3000.00000 3000.00| ELECT. SERVICE SE-7 TYPE A | | | 0590 55588 16.000 EA | 1221.67000 19546.72| 1150.00000 18400.00| JUNCTION BOX JB-S3 | | | 0600 56030 2150.000 LF | 3.61000 7761.50| 1.30000 2795.00| 2" CONDUIT | | | 0610 56200 2150.000 LF | 6.03000 12964.50| 8.50000 18275.00| TRENCH EXCAVATION ECI-1 | | | 0620 56205 14.000 EA | 996.02000 13944.28| 1100.00000 15400.00| TEST BORE | | | SECTION TOTALS | $ 2,290,817.02| $ 2,425,380.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,290,817.02| $ 2,425,380.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -1 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/30/14 COMPLETION DATE PROJECT(S) : (NFO)SG05-965-115, N501 FED # CM-5A03(575) CONTRACT DESCRIPTION: EASTERN "ON CALL" REGIONAL SIGNAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 3,503,207.50 100.0000% 2 S715 ELITE CONTRACTING GROUP, INC. $ 3,603,365.81 102.8590% 3 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 3,710,781.05 105.9252% 4 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 3,783,700.00 108.0067% 5 V941 VIRGINIA SIGN AND LIGHTING COMPANY, DIVISION OF THE LANE COR $ 3,863,882.50 110.2956% ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 5.000 EA | 585.00000 2925.00| 386.23000 1931.15| 1500.00000 7500.00 NS MOBILIZATION MOBILIZATION EMERGENCY | | | RESPONSE | | | 0020 12600 300.000 LF | 21.00000 6300.00| 239.40000 71820.00| 19.06000 5718.00 STD. COMB. CURB & GUTTER CG-6 | | | 0030 13108 80.000 SY | 300.00000 24000.00| 21.24000 1699.20| 323.49000 25879.20 CG-12 DETECTABLE WARNING SURFACE | | | 0040 13220 70.000 SY | 50.00000 3500.00| 66.90000 4683.00| 76.25000 5337.50 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0050 14100 20.000 SY | 14.00000 280.00| 64.37000 1287.40| 288.87000 5777.40 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0060 14120 100.000 LF | 15.00000 1500.00| 99.75000 9975.00| 10.70000 1070.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0070 14380 25.000 TON | 60.00000 1500.00| 665.00000 16625.00| 300.37000 7509.25 PAVEMENT RESTORATION | | | 0080 14440 50.000 LF | 1.90000 95.00| 12.87000 643.50| 7.80000 390.00 SAW CUT SIDEWALK | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -2 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 14450 50.000 LF | 3.80000 190.00| 32.19000 1609.50| 7.80000 390.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0100 24272 450.000 HR | 22.50000 10125.00| 19.95000 8977.50| 15.00000 6750.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 1500.000 DAY | 0.60000 900.00| 0.59000 885.00| 0.36000 540.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24281 450.000 HR | 5.00000 2250.00| 5.59000 2515.50| 6.47000 2911.50 ELECTRONIC ARROW | | | 0130 24282 100.000 HR | 17.00000 1700.00| 25.50000 2550.00| 28.00000 2800.00 FLAGGER SERVICE | | | 0140 24505 10.000 EA | 80.00000 800.00| 96.56000 965.60| 156.00000 1560.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | SIGNAL HEAD | | | 0150 24702 10.000 EA | 200.00000 2000.00| 96.56000 965.60| 259.99000 2599.90 NS REMOVE EXIST. REMOVE EXIST | | | CONTROLLER CABINET | | | 0160 24702 25.000 EA | 500.00000 12500.00| 514.98000 12874.50| 681.73000 17043.25 NS REMOVE EXIST. REMOVE EXIST FOUNDATIO | | | 0170 24702 20.000 EA | 200.00000 4000.00| 193.12000 3862.40| 262.87000 5257.40 NS REMOVE EXIST. REMOVE EXIST JUNCTION | | | BOX OR MANHOLE | | | 0180 24702 35.000 EA | 35.00000 1225.00| 193.12000 6759.20| 52.00000 1820.00 NS REMOVE EXIST. REMOVE EXIST SIGN | | | 0190 24702 40.000 EA | 60.00000 2400.00| 48.28000 1931.20| 50.00000 2000.00 NS REMOVE EXIST. REMOVE EXIST SIGNAL | | | HEAD | | | 0200 24702 20.000 EA | 600.00000 12000.00| 321.86000 6437.20| 415.99000 8319.80 NS REMOVE EXIST. REMOVE EXIST SIGNAL | | | POLE | | | 0210 27505 120.000 LF | 1.00000 120.00| 2.97000 356.40| 3.00000 360.00 TEMP. SILT FENCE | | | 0220 50204 340.000 LF | 7.00000 2380.00| 7.53000 2560.20| 15.89000 5402.60 SIGN POST WOOD 4" X 4" | | | 0230 50206 140.000 LF | 12.00000 1680.00| 9.34000 1307.60| 16.98000 2377.20 SIGN POST WOOD 6" X 6" | | | 0240 50404 60.000 LF | 45.00000 2700.00| 25.40000 1524.00| 75.78000 4546.80 SIGN POST STEEL 4" | | | 0250 50502 4.000 EA | 400.00000 1600.00| 565.52000 2262.08| 606.30000 2425.20 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -3 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 50867 12.000 EA | 30.00000 360.00| 225.30000 2703.60| 109.77000 1317.24 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0270 51163 1.000 EA | 2100.00000 2100.00| 727.24000 727.24| 872.17000 872.17 FLASHER | | | 0280 51210 7.000 EA | 425.00000 2975.00| 532.93000 3730.51| 554.46000 3881.22 PEDESTAL POLE PF-2 10' | | | 0290 51234 45.000 CY | 800.00000 36000.00| 599.03000 26956.35| 762.49000 34312.05 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 0300 51238 200.000 CY | 1000.00000 200000.00| 599.03000 119806.00| 1100.00000 220000.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0310 51240 7.000 EA | 400.00000 2800.00| 450.34000 3152.38| 557.88000 3905.16 CONCRETE FOUNDATION PF-2 | | | 0320 51248 12.000 EA | 1320.00000 15840.00| 1069.32000 12831.84| 1213.16000 14557.92 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-2 | | | 0330 51248 12.000 EA | 1400.00000 16800.00| 1149.12000 13789.44| 1408.53000 16902.36 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 0350 51425 4.000 EA | 3800.00000 15200.00| 3566.79000 14267.16| 4193.03000 16772.12 NS SIGNAL POLE SIGNAL POLE CCTV POLE, | | | 40' | | | 0360 51425 12.000 EA | 8200.00000 98400.00| 6489.44000 77873.28| 7625.43000 91505.16 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE I | | | 0370 51425 12.000 EA | 8800.00000 105600.00| 7271.48000 87257.76| 8344.99000 100139.88 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE II | | | 0380 51425 4.000 EA | 8200.00000 32800.00| 6622.01000 26488.04| 7819.51000 31278.04 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE III | | | 0390 51425 4.000 EA | 8400.00000 33600.00| 7421.93000 29687.72| 8604.91000 34419.64 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE IV | | | 0400 51425 5.000 EA | 2300.00000 11500.00| 2193.97000 10969.85| 2191.18000 10955.90 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 30' | | | 0410 51425 5.000 EA | 2600.00000 13000.00| 2600.63000 13003.15| 2649.76000 13248.80 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 40' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -4 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 51425 5.000 EA | 3700.00000 18500.00| 3792.31000 18961.55| 3382.07000 16910.35 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 50' | | | 0430 51425 10.000 EA | 5300.00000 53000.00| 4723.31000 47233.10| 4770.41000 47704.10 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 60' | | | 0440 51425 10.000 EA | 5100.00000 51000.00| 5283.40000 52834.00| 5306.33000 53063.30 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 65' | | | 0450 51425 5.000 EA | 5300.00000 26500.00| 5350.43000 26752.15| 5582.47000 27912.35 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 70' | | | 0460 51425 5.000 EA | 6200.00000 31000.00| 6324.63000 31623.15| 6596.60000 32983.00 NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 75' | | | 0470 51460 4.000 EA | 1100.00000 4400.00| 865.56000 3462.24| 1211.92000 4847.68 WOOD POLE CL. 4 40' | | | 0480 51540 60.000 EA | 500.00000 30000.00| 212.37000 12742.20| 201.85000 12111.00 LOOP DETECTOR AMPLIFIER | | | 0490 51541 10.000 EA | 840.00000 8400.00| 931.64000 9316.40| 912.50000 9125.00 NS DETECTOR DETECTOR WIRELESS CONTACT | | | CLOSURE CARD | | | 0500 51541 6.000 EA | 3400.00000 20400.00| 3724.64000 22347.84| 3522.82000 21136.92 NS DETECTOR DETECTOR WIRELESS EXTERNAL | | | COMM. INTERFACE | | | 0510 51541 6.000 EA | 1225.00000 7350.00| 1197.64000 7185.84| 1443.82000 8662.92 NS DETECTOR DETECTOR WIRELESS INTERFACE | | | REPEATER | | | 0520 51541 96.000 EA | 1100.00000 105600.00| 1197.64000 114973.44| 1067.00000 102432.00 NS DETECTOR DETECTOR WIRELESS SENSOR | | | 0530 51602 25000.000 LF | 1.25000 31250.00| 1.48000 37000.00| 1.37000 34250.00 14/4 CONDUCTOR CABLE | | | 0540 51607 10000.000 LF | 1.50000 15000.00| 1.86000 18600.00| 1.82000 18200.00 14/7 CONDUCTOR CABLE | | | 0550 51614 8000.000 LF | 1.30000 10400.00| 1.66000 13280.00| 1.59000 12720.00 NS CONDUCTOR CABLE CONDUCTOR CABLE #6 | | | AWG CONDUCTOR CABLE | | | 0560 51614 2000.000 LF | 1.00000 2000.00| 1.32000 2640.00| 1.13000 2260.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 8-1 | | | BARE CONDUCTOR CABL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -5 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 51614 200.000 LF | 5.00000 1000.00| 1.83000 366.00| 5.54000 1108.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | ANTENNA CABLE SSR | | | 0580 51614 4000.000 LF | 1.50000 6000.00| 1.29000 5160.00| 1.56000 6240.00 NS CONDUCTOR CABLE CONDUCTOR CABLE CAT. | | | 5 OUTDOOR, TYPE 1 | | | 0590 51614 2500.000 LF | 2.00000 5000.00| 1.21000 3025.00| 1.45000 3625.00 NS CONDUCTOR CABLE CONDUCTOR CABLE COAX | | | CABLE | | | 0600 51614 12000.000 LF | 1.25000 15000.00| 1.83000 21960.00| 1.32000 15840.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY VEH. PREEMPTION DETECTOR CABLE| | | 0610 51614 5000.000 LF | 2.10000 10500.00| 2.18000 10900.00| 1.21000 6050.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | FIBER OPTIC CABLE, 12 STRAND SM | | | 0620 51614 1000.000 LF | 2.80000 2800.00| 2.25000 2250.00| 1.33000 1330.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | FIBER OPTIC CABLE, 24 STRAND SM | | | 0630 51615 20000.000 LF | 1.50000 30000.00| 0.91000 18200.00| 0.88000 17600.00 14/1 ENCLOSED COND. CABLE | | | 0640 51700 35000.000 LF | 1.75000 61250.00| 1.32000 46200.00| 1.19000 41650.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0650 51730 750.000 LF | 2.25000 1687.50| 2.59000 1942.50| 2.95000 2212.50 SPAN WIRE 1/2" | | | 0660 51735 750.000 LF | 1.20000 900.00| 1.51000 1132.50| 1.98000 1485.00 TETHER WIRE, 1/4" | | | 0670 51822 10.000 EA | 120.00000 1200.00| 127.79000 1277.90| 150.17000 1501.70 HANGER ASSEMBLY SW-1 OR 2, ONE WAY | | | 0680 51825 10.000 EA | 210.00000 2100.00| 225.04000 2250.40| 236.80000 2368.00 HANGER ASSEMBLY SW-1, TWO WAY | | | 0690 51840 10.000 EA | 275.00000 2750.00| 303.99000 3039.90| 316.22000 3162.20 NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (CLUSTER) | | | 0700 51840 100.000 EA | 225.00000 22500.00| 191.34000 19134.00| 203.02000 20302.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (IN LINE) | | | 0710 51840 40.000 EA | 125.00000 5000.00| 117.39000 4695.60| 145.27000 5810.80 NS HANGER ASSEMBLY HANGER ASSEMBLY | | | SMB-3 (PED) ONE WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -6 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 51912 7500.000 LF | 11.00000 82500.00| 10.00000 75000.00| 10.98000 82350.00 SAW CUT 3/8" | | | 0730 51913 2000.000 LF | 11.00000 22000.00| 10.50000 21000.00| 13.52000 27040.00 SAWCUT 5/8" | | | 0740 51951 75.000 EA | 100.00000 7500.00| 257.49000 19311.75| 363.90000 27292.50 INSTALL SIGN | | | 0750 51960 20.000 EA | 600.00000 12000.00| 643.72000 12874.40| 748.78000 14975.60 NS INSTALL INSTALL INSTALL MAST ARM | | | 0760 51960 5.000 EA | 400.00000 2000.00| 450.60000 2253.00| 363.99000 1819.95 NS INSTALL INSTALL SIGNAL POLE, INSTALL | | | MAST ARM POLE, MP 2 | | | 0770 51960 5.000 EA | 400.00000 2000.00| 450.60000 2253.00| 363.99000 1819.95 NS INSTALL INSTALL SIGNAL POLE, INSTALL | | | MAST ARM POLE, MP-1 | | | 0780 51968 2500.000 LF | 0.25000 625.00| 1.29000 3225.00| 0.94000 2350.00 NS INSTALL INSTALL INSTALL CONDUCTOR | | | CABLE | | | 0790 52002 25.000 EA | 320.00000 8000.00| 332.50000 8312.50| 241.12000 6028.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 56 K DIAL UP MODEM | | | 0800 52002 5.000 EA | 6000.00000 30000.00| 5906.53000 29532.65| 3866.53000 19332.65 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ACCESS POINT RADIO | | | CLUSTER(4RADIOS)TY I | | | 0810 52002 10.000 EA | 125.00000 1250.00| 188.99000 1889.90| 128.25000 1282.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST SSR | | | 0820 52002 500.000 EA | 1.50000 750.00| 1.65000 825.00| 1.65000 825.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CATERGORY 5 CABLE | | | 0840 52002 5.000 EA | 4100.00000 20500.00| 4935.63000 24678.15| 2524.82000 12624.10 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION DUAL STANDALONE ETHERNET | | | RADIO, TYPE I | | | 0850 52002 20.000 EA | 4100.00000 82000.00| 4935.63000 98712.60| 2572.18000 51443.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION DUAL STANDALONE ETHERNET | | | RADIO, TYPE II | | | 0860 52002 200.000 EA | 60.00000 12000.00| 99.62000 19924.00| 104.39000 20878.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ELEC. SERVICE GROUND | | | ELECTRODE 10' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -7 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 52002 5.000 EA | 3300.00000 16500.00| 4154.92000 20774.60| 5590.90000 27954.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | 1 | | | 0880 52002 10.000 EA | 4000.00000 40000.00| 4899.72000 48997.20| 7023.38000 70233.80 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | II | | | 0890 52002 20.000 EA | 6500.00000 130000.00| 7717.99000 154359.80| 9662.89000 193257.80 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | III | | | 0900 52002 10.000 EA | 8000.00000 80000.00| 8462.79000 84627.90| 11106.83000 111068.30 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | IV | | | 0910 52002 5.000 EA | 7500.00000 37500.00| 9207.59000 46037.95| 11961.55000 59807.75 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | V | | | 0940 52002 20.000 EA | 3500.00000 70000.00| 3990.00000 79800.00| 3670.09000 73401.80 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION FURNISH CONTR. TY. I W/O | | | CABINET | | | 0950 52002 5.000 EA | 6200.00000 31000.00| 7315.00000 36575.00| 5428.85000 27144.25 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MASTER CONTROLLER TYPE I | | | 0960 52002 10.000 EA | 750.00000 7500.00| 665.00000 6650.00| 444.86000 4448.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MODIFY EXISTING CONTROL | | | CABINET | | | 0970 52002 40.000 EA | 100.00000 4000.00| 581.48000 23259.20| 220.95000 8838.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN PUSHBUTTON | | | 0980 52002 15.000 EA | 14250.00000 213750.00| 15917.44000 238761.60| 13167.35000 197510.25 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PURCHASE/INSTALL CONTR. | | | TY. I W/CABINET | | | 0990 52002 5.000 EA | 400.00000 2000.00| 331.44000 1657.20| 667.27000 3336.35 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SECTOR ATTENNA, TYPE I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -8 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 52002 110.000 EA | 175.00000 19250.00| 168.89000 18577.90| 194.65000 21411.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED GREEN | | | 1010 52002 40.000 EA | 150.00000 6000.00| 165.83000 6633.20| 194.65000 7786.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED GREEN ARROW | | | 1020 52002 140.000 EA | 180.00000 25200.00| 156.66000 21932.40| 194.65000 27251.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED RED | | | 1030 52002 40.000 EA | 150.00000 6000.00| 155.13000 6205.20| 194.65000 7786.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED RED ARROW | | | 1040 52002 40.000 EA | 150.00000 6000.00| 164.31000 6572.40| 194.65000 7786.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED YEL ARROW | | | 1050 52002 110.000 EA | 165.00000 18150.00| 168.89000 18577.90| 194.65000 21411.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED YELLOW | | | 1060 52002 15.000 EA | 70.00000 1050.00| 72.94000 1094.10| 42.45000 636.75 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL LOAD SWITCH | | | 1070 52002 10.000 EA | 2780.00000 27800.00| 2617.83000 26178.30| 1911.98000 19119.80 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SINGLE INTGRD ETHERNET | | | RADIO, TYPE I | | | 1080 52002 20.000 EA | 2780.00000 55600.00| 2617.83000 52356.60| 1922.38000 38447.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SINGLE INTGRD ETHERNET | | | RADIO, TYPE II | | | 1090 52002 4.000 EA | 3600.00000 14400.00| 4183.12000 16732.48| 2075.44000 8301.76 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -9 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 52002 30.000 EA | 2400.00000 72000.00| 3303.72000 99111.60| 2440.00000 73200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERUPTABLE POWER | | | SUPPLY | | | 1110 52002 120.000 EA | 350.00000 42000.00| 376.92000 45230.40| 385.50000 46260.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERUPTABLE POWER | | | SUPPLY BATTERY | | | 1120 52002 30.000 EA | 2200.00000 66000.00| 2971.22000 89136.60| 2338.99000 70169.70 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTURPTABLE POWER | | | SUPPLY CABINET | | | 1130 52401 10.000 EA | 310.00000 3100.00| 412.03000 4120.30| 311.87000 3118.70 PEDESTRIAN SIGNAL HEAD SP-6 | | | 1140 52402 10.000 EA | 375.00000 3750.00| 494.49000 4944.90| 401.40000 4014.00 PEDESTRIAN SIGNAL HEAD SP-7 | | | 1150 52403 10.000 EA | 425.00000 4250.00| 478.24000 4782.40| 557.37000 5573.70 PEDESTRIAN SIGNAL HEAD SP-8 | | | 1160 52404 10.000 EA | 450.00000 4500.00| 558.53000 5585.30| 580.47000 5804.70 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1170 52424 10.000 EA | 900.00000 9000.00| 973.56000 9735.60| 1254.68000 12546.80 ELECTRICAL SERVICE SE-3 TYPE A | | | 1180 52425 10.000 EA | 900.00000 9000.00| 1013.46000 10134.60| 1254.68000 12546.80 ELECTRICAL SERVICE SE-3 TYPE B | | | 1190 52426 3.000 EA | 900.00000 2700.00| 1730.33000 5190.99| 1848.54000 5545.62 ELECTRICAL SERVICE SE-4 TYPE A | | | 1200 52427 7.000 EA | 950.00000 6650.00| 1730.33000 12112.31| 1848.54000 12939.78 ELECTRICAL SERVICE SE-4 TYPE B | | | 1210 54032 10000.000 LF | 0.65000 6500.00| 1.02000 10200.00| 1.03000 10300.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1220 54034 10000.000 LF | 0.90000 9000.00| 1.44000 14400.00| 1.44000 14400.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1230 54100 1200.000 LF | 4.00000 4800.00| 17.54000 21048.00| 17.61000 21132.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMO. 24" | | | 1240 54105 1500.000 LF | 3.00000 4500.00| 1.15000 1725.00| 2.31000 3465.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1250 54106 200.000 SF | 4.50000 900.00| 17.25000 3450.00| 17.33000 3466.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -10 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 54402 20.000 EA | 275.00000 5500.00| 189.75000 3795.00| 190.58000 3811.60 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREF. THERMO. ELONG. ARROW | | | DOUBLE | | | 1270 54402 40.000 EA | 120.00000 4800.00| 166.75000 6670.00| 167.48000 6699.20 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREF. THERMO. ELONG. ARROW | | | SINGLE | | | 1280 55502 4.000 EA | 250.00000 1000.00| 286.15000 1144.60| 316.52000 1266.08 LUMINAIRE 250 WATT H.P.S. | | | 1290 55504 4.000 EA | 280.00000 1120.00| 301.44000 1205.76| 351.17000 1404.68 LUMINAIRE 400 WATT H.P.S. | | | 1300 55581 6.000 EA | 1400.00000 8400.00| 950.76000 5704.56| 1282.28000 7693.68 JUNCTION BOX JB-R2 | | | 1310 55586 150.000 EA | 500.00000 75000.00| 552.48000 82872.00| 838.15000 125722.50 JUNCTION BOX JB-S1 | | | 1320 55587 75.000 EA | 990.00000 74250.00| 626.96000 47022.00| 904.58000 67843.50 JUNCTION BOX JB-S2 | | | 1330 55588 5.000 EA | 700.00000 3500.00| 935.26000 4676.30| 1072.07000 5360.35 JUNCTION BOX JB-S3 | | | 1340 56021 1200.000 LF | 1.00000 1200.00| 1.62000 1944.00| 3.42000 4104.00 1" PVC CONDUIT | | | 1350 56025 50.000 LF | 6.00000 300.00| 5.96000 298.00| 9.05000 452.50 NS METAL CONDUIT METAL CONDUIT 1 1/2" | | | 1360 56026 100.000 LF | 5.00000 500.00| 4.96000 496.00| 8.43000 843.00 1 1/4" METAL CONDUIT | | | 1370 56030 7500.000 LF | 3.50000 26250.00| 2.15000 16125.00| 2.98000 22350.00 2" CONDUIT | | | 1380 56034 2000.000 LF | 4.50000 9000.00| 3.25000 6500.00| 3.84000 7680.00 3" CONDUIT | | | 1390 56050 7500.000 LF | 11.50000 86250.00| 12.13000 90975.00| 13.09000 98175.00 BORED CONDUIT 2" | | | 1400 56051 5000.000 LF | 14.00000 70000.00| 13.38000 66900.00| 23.76000 118800.00 BORED CONDUIT 3" | | | 1410 56200 10000.000 LF | 5.00000 50000.00| 6.96000 69600.00| 4.89000 48900.00 TRENCH EXCAVATION ECI-1 | | | 1420 56205 40.000 EA | 1050.00000 42000.00| 997.50000 39900.00| 803.48000 32139.20 TEST BORE | | | 1430 59000 4.000 EA | 770.00000 3080.00| 897.95000 3591.80| 829.41000 3317.64 NS LIGHTING LIGHTING LUMINAIRE ARM 15' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -11 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) S715 |( 3 ) R009 |MCCLAIN & CO., INC. |ELITE CONTRACTING GROUP, IN |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1440 59000 4.000 EA | 825.00000 3300.00| 1020.31000 4081.24| 887.16000 3548.64 NS LIGHTING LIGHTING LUMINAIRE ARM 18' | | | 1450 59050 20.000 EA | 8200.00000 164000.00| 5298.72000 105974.40| 5284.48000 105689.60 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV CAMERA DIGITAL | | | 1460 59050 1.000 EA | 1600.00000 1600.00| 7165.76000 7165.76| 1707.24000 1707.24 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER DISTRIBUTION CENTER | | | 1470 59050 20.000 EA | 1500.00000 30000.00| 2026.92000 40538.40| 2411.76000 48235.20 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIELD ROUTER | | | 1500 59050 25.000 EA | 1565.00000 39125.00| 2586.05000 64651.25| 2847.19000 71179.75 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MANAGED FIELD SWITCH 1GBPS | | | 1510 59050 20.000 EA | 7200.00000 144000.00| 6537.31000 130746.20| 4596.88000 91937.60 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MODEL 336 EQUIPMENT CABINET | | | 1520 59050 5.000 EA | 1400.00000 7000.00| 3306.38000 16531.90| 1819.22000 9096.10 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. PRE-TERMINATED FIBER PATCH PANEL | | | 1530 59050 5.000 EA | 1100.00000 5500.00| 3055.01000 15275.05| 2148.42000 10742.10 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. UNDERGROUND SPLICE ENCLOSURE | | | 1540 59050 5.000 EA | 400.00000 2000.00| 341.81000 1709.05| 1819.48000 9097.40 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. DIST. SFP MODULE (1GBPS, MEDIUM | | | HAUL) | | | 1550 59050 5.000 EA | 145.00000 725.00| 113.05000 565.25| 693.14000 3465.70 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. DIST. SFP MODULE (1,GBPS, SHORT | | | HAUL) | | | 1560 59050 5.000 EA | 5900.00000 29500.00| 3434.33000 17171.65| 6090.67000 30453.35 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV CAMERA, ANALOG | | | 1570 59071 100.000 LF | 4.50000 450.00| 3.62000 362.00| 4.50000 450.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV COMPST. CABLE (ANALOG) | | | 1580 59071 500.000 LF | 4.50000 2250.00| 2.75000 1375.00| 4.35000 2175.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV COMP. CABLE (IP) | | | SECTION TOTALS | $ 3,503,207.50| $ 3,603,365.81| $ 3,710,781.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,503,207.50| $ 3,603,365.81| $ 3,710,781.05 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -12 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 5.000 EA | 130.00000 650.00| 100.00000 500.00| NS MOBILIZATION MOBILIZATION EMERGENCY | | | RESPONSE | | | 0020 12600 300.000 LF | 28.00000 8400.00| 40.00000 12000.00| STD. COMB. CURB & GUTTER CG-6 | | | 0030 13108 80.000 SY | 320.00000 25600.00| 200.00000 16000.00| CG-12 DETECTABLE WARNING SURFACE | | | 0040 13220 70.000 SY | 50.00000 3500.00| 60.00000 4200.00| HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0050 14100 20.000 SY | 70.00000 1400.00| 40.00000 800.00| REMOVAL OF SIDEWALK AND ENTRANCE | | | 0060 14120 100.000 LF | 40.00000 4000.00| 20.00000 2000.00| REMOVAL OF COMB. CURB AND GUTTER | | | 0070 14380 25.000 TON | 250.00000 6250.00| 250.00000 6250.00| PAVEMENT RESTORATION | | | 0080 14440 50.000 LF | 3.50000 175.00| 8.00000 400.00| SAW CUT SIDEWALK | | | 0090 14450 50.000 LF | 3.50000 175.00| 8.00000 400.00| SAW CUT CURB, GUTTER AND ENTRANCES | | | 0100 24272 450.000 HR | 26.00000 11700.00| 20.00000 9000.00| TRUCK MOUNTED ATTENUATOR | | | 0110 24278 1500.000 DAY | 0.50000 750.00| 1.50000 2250.00| GROUP 2 CHANNELIZING DEVICES | | | 0120 24281 450.000 HR | 8.00000 3600.00| 4.00000 1800.00| ELECTRONIC ARROW | | | 0130 24282 100.000 HR | 20.00000 2000.00| 30.00000 3000.00| FLAGGER SERVICE | | | 0140 24505 10.000 EA | 50.00000 500.00| 96.00000 960.00| NS RELOCATE EXIST. RELOCATE EXIST. | | | SIGNAL HEAD | | | 0150 24702 10.000 EA | 140.00000 1400.00| 216.00000 2160.00| NS REMOVE EXIST. REMOVE EXIST | | | CONTROLLER CABINET | | | 0160 24702 25.000 EA | 550.00000 13750.00| 501.00000 12525.00| NS REMOVE EXIST. REMOVE EXIST FOUNDATIO | | | 0170 24702 20.000 EA | 250.00000 5000.00| 243.00000 4860.00| NS REMOVE EXIST. REMOVE EXIST JUNCTION | | | BOX OR MANHOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -13 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 24702 35.000 EA | 20.00000 700.00| 64.00000 2240.00| NS REMOVE EXIST. REMOVE EXIST SIGN | | | 0190 24702 40.000 EA | 60.00000 2400.00| 63.00000 2520.00| NS REMOVE EXIST. REMOVE EXIST SIGNAL | | | HEAD | | | 0200 24702 20.000 EA | 525.00000 10500.00| 338.00000 6760.00| NS REMOVE EXIST. REMOVE EXIST SIGNAL | | | POLE | | | 0210 27505 120.000 LF | 6.00000 720.00| 5.00000 600.00| TEMP. SILT FENCE | | | 0220 50204 340.000 LF | 13.00000 4420.00| 15.60000 5304.00| SIGN POST WOOD 4" X 4" | | | 0230 50206 140.000 LF | 20.00000 2800.00| 19.30000 2702.00| SIGN POST WOOD 6" X 6" | | | 0240 50404 60.000 LF | 25.00000 1500.00| 58.00000 3480.00| SIGN POST STEEL 4" | | | 0250 50502 4.000 EA | 525.00000 2100.00| 624.00000 2496.00| CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0260 50867 12.000 EA | 70.00000 840.00| 95.00000 1140.00| REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0270 51163 1.000 EA | 940.00000 940.00| 893.00000 893.00| FLASHER | | | 0280 51210 7.000 EA | 550.00000 3850.00| 620.00000 4340.00| PEDESTAL POLE PF-2 10' | | | 0290 51234 45.000 CY | 1000.00000 45000.00| 775.00000 34875.00| CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 0300 51238 200.000 CY | 1000.00000 200000.00| 606.00000 121200.00| CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0310 51240 7.000 EA | 550.00000 3850.00| 574.00000 4018.00| CONCRETE FOUNDATION PF-2 | | | 0320 51248 12.000 EA | 3000.00000 36000.00| 1360.00000 16320.00| NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-2 | | | 0330 51248 12.000 EA | 3000.00000 36000.00| 1360.00000 16320.00| NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 0350 51425 4.000 EA | 5000.00000 20000.00| 3620.00000 14480.00| NS SIGNAL POLE SIGNAL POLE CCTV POLE, | | | 40' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -14 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 51425 12.000 EA | 8400.00000 100800.00| 8360.00000 100320.00| NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE I | | | 0370 51425 12.000 EA | 9200.00000 110400.00| 9140.00000 109680.00| NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE II | | | 0380 51425 4.000 EA | 8525.00000 34100.00| 8500.00000 34000.00| NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE III | | | 0390 51425 4.000 EA | 9335.00000 37340.00| 9290.00000 37160.00| NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE IV | | | 0400 51425 5.000 EA | 2310.00000 11550.00| 2940.00000 14700.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 30' | | | 0410 51425 5.000 EA | 2725.00000 13625.00| 3350.00000 16750.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 40' | | | 0420 51425 5.000 EA | 3930.00000 19650.00| 4890.00000 24450.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 50' | | | 0430 51425 10.000 EA | 5010.00000 50100.00| 6370.00000 63700.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 60' | | | 0440 51425 10.000 EA | 5580.00000 55800.00| 6370.00000 63700.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 65' | | | 0450 51425 5.000 EA | 5650.00000 28250.00| 6430.00000 32150.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 70' | | | 0460 51425 5.000 EA | 6700.00000 33500.00| 7420.00000 37100.00| NS SIGNAL POLE SIGNAL POLE SIGNAL, MAST | | | ARM 75' | | | 0470 51460 4.000 EA | 1700.00000 6800.00| 1000.00000 4000.00| WOOD POLE CL. 4 40' | | | 0480 51540 60.000 EA | 185.00000 11100.00| 205.00000 12300.00| LOOP DETECTOR AMPLIFIER | | | 0490 51541 10.000 EA | 950.00000 9500.00| 978.00000 9780.00| NS DETECTOR DETECTOR WIRELESS CONTACT | | | CLOSURE CARD | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -15 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 51541 6.000 EA | 3780.00000 22680.00| 3750.00000 22500.00| NS DETECTOR DETECTOR WIRELESS EXTERNAL | | | COMM. INTERFACE | | | 0510 51541 6.000 EA | 1475.00000 8850.00| 1420.00000 8520.00| NS DETECTOR DETECTOR WIRELESS INTERFACE | | | REPEATER | | | 0520 51541 96.000 EA | 1300.00000 124800.00| 1270.00000 121920.00| NS DETECTOR DETECTOR WIRELESS SENSOR | | | 0530 51602 25000.000 LF | 1.30000 32500.00| 1.05000 26250.00| 14/4 CONDUCTOR CABLE | | | 0540 51607 10000.000 LF | 1.30000 13000.00| 1.50000 15000.00| 14/7 CONDUCTOR CABLE | | | 0550 51614 8000.000 LF | 1.20000 9600.00| 1.15000 9200.00| NS CONDUCTOR CABLE CONDUCTOR CABLE #6 | | | AWG CONDUCTOR CABLE | | | 0560 51614 2000.000 LF | 1.00000 2000.00| 0.89000 1780.00| NS CONDUCTOR CABLE CONDUCTOR CABLE 8-1 | | | BARE CONDUCTOR CABL | | | 0570 51614 200.000 LF | 2.10000 420.00| 6.90000 1380.00| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | ANTENNA CABLE SSR | | | 0580 51614 4000.000 LF | 1.10000 4400.00| 1.15000 4600.00| NS CONDUCTOR CABLE CONDUCTOR CABLE CAT. | | | 5 OUTDOOR, TYPE 1 | | | 0590 51614 2500.000 LF | 1.70000 4250.00| 1.50000 3750.00| NS CONDUCTOR CABLE CONDUCTOR CABLE COAX | | | CABLE | | | 0600 51614 12000.000 LF | 2.00000 24000.00| 0.93000 11160.00| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY VEH. PREEMPTION DETECTOR CABLE| | | 0610 51614 5000.000 LF | 2.00000 10000.00| 2.55000 12750.00| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | FIBER OPTIC CABLE, 12 STRAND SM | | | 0620 51614 1000.000 LF | 2.00000 2000.00| 6.10000 6100.00| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | FIBER OPTIC CABLE, 24 STRAND SM | | | 0630 51615 20000.000 LF | 0.25000 5000.00| 0.82000 16400.00| 14/1 ENCLOSED COND. CABLE | | | 0640 51700 35000.000 LF | 1.00000 35000.00| 0.82000 28700.00| 14/2 CONDUCTOR CABLE SHIELDED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -16 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 51730 750.000 LF | 4.25000 3187.50| 4.90000 3675.00| SPAN WIRE 1/2" | | | 0660 51735 750.000 LF | 1.75000 1312.50| 3.05000 2287.50| TETHER WIRE, 1/4" | | | 0670 51822 10.000 EA | 140.00000 1400.00| 173.00000 1730.00| HANGER ASSEMBLY SW-1 OR 2, ONE WAY | | | 0680 51825 10.000 EA | 235.00000 2350.00| 270.00000 2700.00| HANGER ASSEMBLY SW-1, TWO WAY | | | 0690 51840 10.000 EA | 310.00000 3100.00| 315.00000 3150.00| NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (CLUSTER) | | | 0700 51840 100.000 EA | 190.00000 19000.00| 212.00000 21200.00| NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (IN LINE) | | | 0710 51840 40.000 EA | 132.00000 5280.00| 186.00000 7440.00| NS HANGER ASSEMBLY HANGER ASSEMBLY | | | SMB-3 (PED) ONE WAY | | | 0720 51912 7500.000 LF | 11.50000 86250.00| 7.65000 57375.00| SAW CUT 3/8" | | | 0730 51913 2000.000 LF | 11.50000 23000.00| 9.10000 18200.00| SAWCUT 5/8" | | | 0740 51951 75.000 EA | 70.00000 5250.00| 190.00000 14250.00| INSTALL SIGN | | | 0750 51960 20.000 EA | 600.00000 12000.00| 1000.00000 20000.00| NS INSTALL INSTALL INSTALL MAST ARM | | | 0760 51960 5.000 EA | 500.00000 2500.00| 675.00000 3375.00| NS INSTALL INSTALL SIGNAL POLE, INSTALL | | | MAST ARM POLE, MP 2 | | | 0770 51960 5.000 EA | 500.00000 2500.00| 675.00000 3375.00| NS INSTALL INSTALL SIGNAL POLE, INSTALL | | | MAST ARM POLE, MP-1 | | | 0780 51968 2500.000 LF | 0.40000 1000.00| 1.00000 2500.00| NS INSTALL INSTALL INSTALL CONDUCTOR | | | CABLE | | | 0790 52002 25.000 EA | 300.00000 7500.00| 240.00000 6000.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 56 K DIAL UP MODEM | | | 0800 52002 5.000 EA | 6400.00000 32000.00| 6870.00000 34350.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ACCESS POINT RADIO | | | CLUSTER(4RADIOS)TY I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -17 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 52002 10.000 EA | 275.00000 2750.00| 79.00000 790.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST SSR | | | 0820 52002 500.000 EA | 1.75000 875.00| 0.95000 475.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CATERGORY 5 CABLE | | | 0840 52002 5.000 EA | 4350.00000 21750.00| 4400.00000 22000.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION DUAL STANDALONE ETHERNET | | | RADIO, TYPE I | | | 0850 52002 20.000 EA | 4350.00000 87000.00| 4400.00000 88000.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION DUAL STANDALONE ETHERNET | | | RADIO, TYPE II | | | 0860 52002 200.000 EA | 95.00000 19000.00| 84.00000 16800.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ELEC. SERVICE GROUND | | | ELECTRODE 10' | | | 0870 52002 5.000 EA | 3000.00000 15000.00| 4010.00000 20050.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | 1 | | | 0880 52002 10.000 EA | 4700.00000 47000.00| 4840.00000 48400.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | II | | | 0890 52002 20.000 EA | 7200.00000 144000.00| 7040.00000 140800.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | III | | | 0900 52002 10.000 EA | 8000.00000 80000.00| 7860.00000 78600.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | IV | | | 0910 52002 5.000 EA | 6500.00000 32500.00| 8720.00000 43600.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | V | | | 0940 52002 20.000 EA | 4000.00000 80000.00| 3880.00000 77600.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION FURNISH CONTR. TY. I W/O | | | CABINET | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -18 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 52002 5.000 EA | 5900.00000 29500.00| 7230.00000 36150.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MASTER CONTROLLER TYPE I | | | 0960 52002 10.000 EA | 1200.00000 12000.00| 795.00000 7950.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MODIFY EXISTING CONTROL | | | CABINET | | | 0970 52002 40.000 EA | 130.00000 5200.00| 119.00000 4760.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN PUSHBUTTON | | | 0980 52002 15.000 EA | 15700.00000 235500.00| 15470.00000 232050.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PURCHASE/INSTALL CONTR. | | | TY. I W/CABINET | | | 0990 52002 5.000 EA | 690.00000 3450.00| 561.00000 2805.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SECTOR ATTENNA, TYPE I | | | 1000 52002 110.000 EA | 205.00000 22550.00| 213.00000 23430.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED GREEN | | | 1010 52002 40.000 EA | 205.00000 8200.00| 213.00000 8520.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED GREEN ARROW | | | 1020 52002 140.000 EA | 190.00000 26600.00| 212.00000 29680.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED RED | | | 1030 52002 40.000 EA | 190.00000 7600.00| 213.00000 8520.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED RED ARROW | | | 1040 52002 40.000 EA | 200.00000 8000.00| 213.00000 8520.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED YEL ARROW | | | 1050 52002 110.000 EA | 200.00000 22000.00| 213.00000 23430.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION, 12" | | | LED YELLOW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -19 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 52002 15.000 EA | 63.00000 945.00| 76.00000 1140.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL LOAD SWITCH | | | 1070 52002 10.000 EA | 3030.00000 30300.00| 3110.00000 31100.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SINGLE INTGRD ETHERNET | | | RADIO, TYPE I | | | 1080 52002 20.000 EA | 3030.00000 60600.00| 3110.00000 62200.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SINGLE INTGRD ETHERNET | | | RADIO, TYPE II | | | 1090 52002 4.000 EA | 4100.00000 16400.00| 4130.00000 16520.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER | | | 1100 52002 30.000 EA | 3300.00000 99000.00| 3820.00000 114600.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERUPTABLE POWER | | | SUPPLY | | | 1110 52002 120.000 EA | 375.00000 45000.00| 334.00000 40080.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERUPTABLE POWER | | | SUPPLY BATTERY | | | 1120 52002 30.000 EA | 2300.00000 69000.00| 1610.00000 48300.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTURPTABLE POWER | | | SUPPLY CABINET | | | 1130 52401 10.000 EA | 360.00000 3600.00| 386.00000 3860.00| PEDESTRIAN SIGNAL HEAD SP-6 | | | 1140 52402 10.000 EA | 550.00000 5500.00| 457.00000 4570.00| PEDESTRIAN SIGNAL HEAD SP-7 | | | 1150 52403 10.000 EA | 420.00000 4200.00| 515.00000 5150.00| PEDESTRIAN SIGNAL HEAD SP-8 | | | 1160 52404 10.000 EA | 600.00000 6000.00| 541.00000 5410.00| PEDESTRIAN SIGNAL HEAD SP-9 | | | 1170 52424 10.000 EA | 1800.00000 18000.00| 1000.00000 10000.00| ELECTRICAL SERVICE SE-3 TYPE A | | | 1180 52425 10.000 EA | 2100.00000 21000.00| 1310.00000 13100.00| ELECTRICAL SERVICE SE-3 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -20 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 52426 3.000 EA | 1600.00000 4800.00| 1630.00000 4890.00| ELECTRICAL SERVICE SE-4 TYPE A | | | 1200 52427 7.000 EA | 1700.00000 11900.00| 1630.00000 11410.00| ELECTRICAL SERVICE SE-4 TYPE B | | | 1210 54032 10000.000 LF | 1.20000 12000.00| 0.75000 7500.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1220 54034 10000.000 LF | 1.60000 16000.00| 1.10000 11000.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1230 54100 1200.000 LF | 16.00000 19200.00| 5.50000 6600.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMO. 24" | | | 1240 54105 1500.000 LF | 2.50000 3750.00| 2.20000 3300.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 1250 54106 200.000 SF | 17.00000 3400.00| 8.00000 1600.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 1260 54402 20.000 EA | 195.00000 3900.00| 745.00000 14900.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREF. THERMO. ELONG. ARROW | | | DOUBLE | | | 1270 54402 40.000 EA | 175.00000 7000.00| 400.00000 16000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREF. THERMO. ELONG. ARROW | | | SINGLE | | | 1280 55502 4.000 EA | 250.00000 1000.00| 347.00000 1388.00| LUMINAIRE 250 WATT H.P.S. | | | 1290 55504 4.000 EA | 250.00000 1000.00| 361.00000 1444.00| LUMINAIRE 400 WATT H.P.S. | | | 1300 55581 6.000 EA | 600.00000 3600.00| 1400.00000 8400.00| JUNCTION BOX JB-R2 | | | 1310 55586 150.000 EA | 880.00000 132000.00| 792.00000 118800.00| JUNCTION BOX JB-S1 | | | 1320 55587 75.000 EA | 975.00000 73125.00| 846.00000 63450.00| JUNCTION BOX JB-S2 | | | 1330 55588 5.000 EA | 600.00000 3000.00| 991.00000 4955.00| JUNCTION BOX JB-S3 | | | 1340 56021 1200.000 LF | 0.75000 900.00| 2.75000 3300.00| 1" PVC CONDUIT | | | 1350 56025 50.000 LF | 10.00000 500.00| 10.20000 510.00| NS METAL CONDUIT METAL CONDUIT 1 1/2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -21 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 56026 100.000 LF | 10.00000 1000.00| 9.85000 985.00| 1 1/4" METAL CONDUIT | | | 1370 56030 7500.000 LF | 2.00000 15000.00| 2.35000 17625.00| 2" CONDUIT | | | 1380 56034 2000.000 LF | 4.00000 8000.00| 3.40000 6800.00| 3" CONDUIT | | | 1390 56050 7500.000 LF | 19.00000 142500.00| 22.50000 168750.00| BORED CONDUIT 2" | | | 1400 56051 5000.000 LF | 27.20000 136000.00| 27.00000 135000.00| BORED CONDUIT 3" | | | 1410 56200 10000.000 LF | 4.75000 47500.00| 4.90000 49000.00| TRENCH EXCAVATION ECI-1 | | | 1420 56205 40.000 EA | 950.00000 38000.00| 2000.00000 80000.00| TEST BORE | | | 1430 59000 4.000 EA | 900.00000 3600.00| 975.00000 3900.00| NS LIGHTING LIGHTING LUMINAIRE ARM 15' | | | 1440 59000 4.000 EA | 1000.00000 4000.00| 1090.00000 4360.00| NS LIGHTING LIGHTING LUMINAIRE ARM 18' | | | 1450 59050 20.000 EA | 4700.00000 94000.00| 8940.00000 178800.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV CAMERA DIGITAL | | | 1460 59050 1.000 EA | 2115.00000 2115.00| 2000.00000 2000.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER DISTRIBUTION CENTER | | | 1470 59050 20.000 EA | 1525.00000 30500.00| 1550.00000 31000.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIELD ROUTER | | | 1500 59050 25.000 EA | 1750.00000 43750.00| 1620.00000 40500.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MANAGED FIELD SWITCH 1GBPS | | | 1510 59050 20.000 EA | 4600.00000 92000.00| 7570.00000 151400.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MODEL 336 EQUIPMENT CABINET | | | 1520 59050 5.000 EA | 850.00000 4250.00| 1600.00000 8000.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. PRE-TERMINATED FIBER PATCH PANEL | | | 1530 59050 5.000 EA | 1700.00000 8500.00| 1300.00000 6500.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. UNDERGROUND SPLICE ENCLOSURE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B40 -22 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00103566N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) M957 |( 5 ) V941 |( ) |MIDASCO VA LLC (USE N VA: M |VIRGINIA SIGN AND LIGHTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1540 59050 5.000 EA | 125.00000 625.00| 379.00000 1895.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. DIST. SFP MODULE (1GBPS, MEDIUM | | | HAUL) | | | 1550 59050 5.000 EA | 350.00000 1750.00| 157.00000 785.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. DIST. SFP MODULE (1,GBPS, SHORT | | | HAUL) | | | 1560 59050 5.000 EA | 6100.00000 30500.00| 6440.00000 32200.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV CAMERA, ANALOG | | | 1570 59071 100.000 LF | 6.50000 650.00| 30.25000 3025.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV COMPST. CABLE (ANALOG) | | | 1580 59071 500.000 LF | 6.50000 3250.00| 25.50000 12750.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV COMP. CABLE (IP) | | | SECTION TOTALS | $ 3,783,700.00| $ 3,863,882.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,783,700.00| $ 3,863,882.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -1 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/22/13 COMPLETION DATE PROJECT(S) : (NFO)0927-033-708, M501, B65 FED # BROS-033-2(037) (NFO)0927-033-708, M501, B65 FED # BR0S-033-2(037) CONTRACT DESCRIPTION: STRUCTURE REPLACEMENT INT. RTE. 864 INT. RTE. 40 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B728 D. A. BROWN, INC. $ 1,058,794.00 100.0000% 2 H006 HAMMOND - MITCHELL, INC. $ 1,128,097.28 106.5455% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,207,711.00 114.0648% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,225,749.30 115.7684% 5 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,348,591.00 127.3705% 6 H018 HAYMES BROTHERS, INC. $ 1,364,324.80 128.8565% ==================================================================================================================================== |( 1 ) B728 |( 2 ) H006 |( 3 ) W210 |D. A. BROWN, INC. |HAMMOND - MITCHELL, INC. |BURLEIGH CONSTRUCTION CO.,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| 80000.00000 80000.00| 56760.00000 56760.00| 88000.00000 88000.00 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 3480.00000 3480.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 30000.00000 30000.00| 13800.00000 13800.00| 50000.00000 50000.00 GRADING | | | 0040 00140 110.000 CY | 50.00000 5500.00| 49.20000 5412.00| 50.00000 5500.00 BORROW EXCAVATION | | | 0050 00700 86.000 LF | 25.00000 2150.00| 20.00000 1720.00| 15.00000 1290.00 POST INSTALLATION INSPECTION | | | 0060 01186 86.000 LF | 80.00000 6880.00| 73.00000 6278.00| 45.00000 3870.00 STORM SEWER PIPE 18" | | | 0070 08900 1.000 EA | 3000.00000 3000.00| 4200.00000 4200.00| 3000.00000 3000.00 DROP INLET DI-12,L=4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -2 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H006 |( 3 ) W210 |D. A. BROWN, INC. |HAMMOND - MITCHELL, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 09056 20.000 LF | 200.00000 4000.00| 342.00000 6840.00| 350.00000 7000.00 MANHOLE MH-1 OR 2 | | | 0090 09057 1.000 EA | 500.00000 500.00| 540.00000 540.00| 500.00000 500.00 FRAME & COVER MH-1 | | | 0100 09148 2.000 TON | 150.00000 300.00| 70.90000 141.80| 150.00000 300.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 10103 10.000 TON | 40.00000 400.00| 43.20000 432.00| 30.00000 300.00 AGGR. MATL. NO. 25 OR 26 | | | 0120 10128 77.000 TON | 30.00000 2310.00| 44.10000 3395.70| 30.00000 2310.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10628 550.000 SY | 15.00000 8250.00| 18.90000 10395.00| 15.00000 8250.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 10636 72.000 TON | 275.00000 19800.00| 299.76000 21582.72| 250.00000 18000.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 10642 30.000 TON | 250.00000 7500.00| 284.75000 8542.50| 340.00000 10200.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0160 11070 65.000 LF | 10.00000 650.00| 6.00000 390.00| 5.00000 325.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | ASPH. CONC. (6" DEPTH) | | | 0170 13323 50.000 LF | 30.00000 1500.00| 36.00000 1800.00| 36.00000 1800.00 GUARDRAIL GR-2A | | | 0180 13333 75.000 LF | 40.00000 3000.00| 42.00000 3150.00| 45.00000 3375.00 RAD. GUARDRAIL GR-2A | | | 0190 13345 2.000 EA | 2500.00000 5000.00| 3600.00000 7200.00| 3200.00000 6400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0200 13349 2.000 EA | 500.00000 1000.00| 1200.00000 2400.00| 800.00000 1600.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0210 13383 2.000 EA | 1200.00000 2400.00| 3360.00000 6720.00| 1400.00000 2800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0220 24152 4.000 EA | 400.00000 1600.00| 462.00000 1848.00| 300.00000 1200.00 TYPE III BARRICADE 8' | | | 0230 24160 1000.000 SF | 20.00000 20000.00| 16.80000 16800.00| 1.00000 1000.00 CONSTRUCTION SIGNS | | | 0240 24278 3663.000 DAY | 1.00000 3663.00| 1.00000 3663.00| 1.00000 3663.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 2500.000 HR | 15.00000 37500.00| 18.00000 45000.00| 20.00000 50000.00 FLAGGER SERVICE | | | 0260 24288 5200.000 DAY | 1.75000 9100.00| 2.34000 12168.00| 1.60000 8320.00 WARNING LIGHT TY. B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -3 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H006 |( 3 ) W210 |D. A. BROWN, INC. |HAMMOND - MITCHELL, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24297 48.000 LF | 50.00000 2400.00| 66.00000 3168.00| 20.00000 960.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0280 24430 1603.000 SY | 4.00000 6412.00| 3.00000 4809.00| 4.00000 6412.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0300 26431 304.000 TON | 50.00000 15200.00| 120.00000 36480.00| 85.00000 25840.00 GROUTED RIPRAP 30" | | | 0310 27102 80.000 LB | 20.00000 1600.00| 10.00000 800.00| 45.00000 3600.00 REGULAR SEED | | | 0320 27103 39.000 LB | 10.00000 390.00| 5.00000 195.00| 4.00000 156.00 OVERSEEDING | | | 0330 27104 4.000 LB | 50.00000 200.00| 18.00000 72.00| 30.00000 120.00 LEGUME SEED | | | 0340 27105 2.000 LB | 25.00000 50.00| 12.00000 24.00| 15.00000 30.00 LEGUME OVERSEEDING | | | 0350 27215 1.000 TON | 1500.00000 1500.00| 960.00000 960.00| 200.00000 200.00 FERTILIZER(15-30-15) | | | 0360 27250 2.000 TON | 400.00000 800.00| 660.00000 1320.00| 350.00000 700.00 LIME | | | 0370 27415 4.000 EA | 300.00000 1200.00| 108.00000 432.00| 250.00000 1000.00 CHECK DAM(ROCK) TY. II | | | 0380 27430 102.000 CY | 1.00000 102.00| 1.00000 102.00| 1.00000 102.00 SILTATION CONTROL EXCAVATION | | | 0390 27451 1.000 EA | 400.00000 400.00| 120.00000 120.00| 350.00000 350.00 INLET PROTECTION TYPE A | | | 0400 27505 420.000 LF | 3.00000 1260.00| 3.00000 1260.00| 4.00000 1680.00 TEMP. SILT FENCE | | | 0410 27506 150.000 LF | 3.00000 450.00| 3.00000 450.00| 4.00000 600.00 TEMP. FILTER BARRIER | | | 0420 50108 8.000 SF | 40.00000 320.00| 48.00000 384.00| 65.00000 520.00 SIGN PANEL | | | 0430 50430 16.000 LF | 30.00000 480.00| 45.60000 729.60| 30.00000 480.00 SIGN POST STP-1 2" | | | 0440 54020 1250.000 LF | 3.00000 3750.00| 0.72000 900.00| 4.00000 5000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0450 60404 82.000 CY | 850.00000 69700.00| 1183.20000 97022.40| 1200.00000 98400.00 CONCRETE CLASS A4 | | | 0460 60490 264.000 SY | 13.00000 3432.00| 15.24000 4023.36| 15.00000 3960.00 BRIDGE DECK GROOVING | | | 0470 61701 15220.000 LB | 2.00000 30440.00| 2.10000 31962.00| 2.50000 38050.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -4 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H006 |( 3 ) W210 |D. A. BROWN, INC. |HAMMOND - MITCHELL, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 61812 84700.000 LS | 195000.00000 195000.00| 181200.00000 181200.00| 210000.00000 210000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0490 62010 216.000 LF | 95.00000 20520.00| 156.00000 33696.00| 105.00000 22680.00 CONCRETE PARAPET | | | 0500 64005 1572.000 TON | 30.00000 47160.00| 33.00000 51876.00| 30.00000 47160.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0510 64011 967.000 CY | 45.00000 43515.00| 50.00000 48350.00| 50.00000 48350.00 STRUCTURE EXCAVATION | | | 0520 64036 102.000 LF | 30.00000 3060.00| 24.60000 2509.20| 14.00000 1428.00 PIPE UNDERDRAIN 6" | | | 0530 64045 1693.000 SF | 40.00000 67720.00| 51.60000 87358.80| 50.00000 84650.00 TEMPORARY SHEET PILING | | | 0540 64110 1112.000 LF | 60.00000 66720.00| 58.20000 64718.40| 42.00000 46704.00 STEEL PILES 10" | | | 0550 64755 19.000 EA | 95.00000 1805.00| 115.20000 2188.80| 95.00000 1805.00 PILE POINT FOR 10" STEEL PILE | | | 0560 65013 119.000 CY | 600.00000 71400.00| 804.00000 95676.00| 750.00000 89250.00 CONCRETE CLASS A3 | | | 0570 65200 4340.000 LB | 1.50000 6510.00| 1.00000 4340.00| 1.20000 5208.00 REINF. STEEL | | | 0580 65201 5220.000 LB | 2.25000 11745.00| 2.00000 10440.00| 2.40000 12528.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0590 66431 661.000 TON | 50.00000 33050.00| 120.00000 79320.00| 85.00000 56185.00 GROUTED RIPRAP 30" | | | 0600 66926 12.000 SY | 250.00000 3000.00| 204.00000 2448.00| 300.00000 3600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 10" | | | 0610 67900 LUMP| 80000.00000 80000.00| 30000.00000 30000.00| 95000.00000 95000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6358 | | | 0620 68476 LUMP| 2500.00000 2500.00| 3804.00000 3804.00| 3000.00000 3000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6358 | | | 0630 68492 LUMP| 1000.00000 1000.00| 300.00000 300.00| 3000.00000 3000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6358 TYPE B | | | SECTION TOTALS | $ 1,058,794.00| $ 1,128,097.28| $ 1,207,711.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,058,794.00| $ 1,128,097.28| $ 1,207,711.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -5 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) O017 |( 5 ) A013 |( 6 ) H018 |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMP |HAYMES BROTHERS, 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| 88000.00000 88000.00| 95000.00000 95000.00| 60000.00000 60000.00 MOBILIZATION | | | 0020 00101 LUMP| 3600.00000 3600.00| 14000.00000 14000.00| 25000.00000 25000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 22000.00000 22000.00| 40000.00000 40000.00| 50000.00000 50000.00 GRADING | | | 0040 00140 110.000 CY | 58.00000 6380.00| 50.00000 5500.00| 25.00000 2750.00 BORROW EXCAVATION | | | 0050 00700 86.000 LF | 20.00000 1720.00| 14.00000 1204.00| 25.00000 2150.00 POST INSTALLATION INSPECTION | | | 0060 01186 86.000 LF | 110.00000 9460.00| 130.00000 11180.00| 48.00000 4128.00 STORM SEWER PIPE 18" | | | 0070 08900 1.000 EA | 3700.00000 3700.00| 4000.00000 4000.00| 2500.00000 2500.00 DROP INLET DI-12,L=4' | | | 0080 09056 20.000 LF | 1800.00000 36000.00| 915.00000 18300.00| 150.00000 3000.00 MANHOLE MH-1 OR 2 | | | 0090 09057 1.000 EA | 500.00000 500.00| 750.00000 750.00| 400.00000 400.00 FRAME & COVER MH-1 | | | 0100 09148 2.000 TON | 93.00000 186.00| 60.00000 120.00| 100.00000 200.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 10103 10.000 TON | 40.00000 400.00| 47.00000 470.00| 40.00000 400.00 AGGR. MATL. NO. 25 OR 26 | | | 0120 10128 77.000 TON | 63.00000 4851.00| 68.00000 5236.00| 32.00000 2464.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10628 550.000 SY | 22.00000 12100.00| 17.00000 9350.00| 17.00000 9350.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 10636 72.000 TON | 310.00000 22320.00| 250.00000 18000.00| 260.00000 18720.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 10642 30.000 TON | 300.00000 9000.00| 350.00000 10500.00| 260.00000 7800.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0160 11070 65.000 LF | 13.00000 845.00| 6.00000 390.00| 8.00000 520.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | ASPH. CONC. (6" DEPTH) | | | 0170 13323 50.000 LF | 37.00000 1850.00| 35.00000 1750.00| 30.00000 1500.00 GUARDRAIL GR-2A | | | 0180 13333 75.000 LF | 44.00000 3300.00| 42.00000 3150.00| 35.00000 2625.00 RAD. GUARDRAIL GR-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -6 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) O017 |( 5 ) A013 |( 6 ) H018 |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMP |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 13345 2.000 EA | 3100.00000 6200.00| 3000.00000 6000.00| 2500.00000 5000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0200 13349 2.000 EA | 370.00000 740.00| 500.00000 1000.00| 500.00000 1000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0210 13383 2.000 EA | 1400.00000 2800.00| 1300.00000 2600.00| 1100.00000 2200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0220 24152 4.000 EA | 310.00000 1240.00| 425.00000 1700.00| 300.00000 1200.00 TYPE III BARRICADE 8' | | | 0230 24160 1000.000 SF | 25.00000 25000.00| 22.00000 22000.00| 15.50000 15500.00 CONSTRUCTION SIGNS | | | 0240 24278 3663.000 DAY | 0.40000 1465.20| 1.00000 3663.00| 0.60000 2197.80 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 2500.000 HR | 0.01000 25.00| 20.00000 50000.00| 10.00000 25000.00 FLAGGER SERVICE | | | 0260 24288 5200.000 DAY | 1.26000 6552.00| 2.00000 10400.00| 1.35000 7020.00 WARNING LIGHT TY. B | | | 0270 24297 48.000 LF | 27.00000 1296.00| 60.00000 2880.00| 25.00000 1200.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0280 24430 1603.000 SY | 4.70000 7534.10| 2.00000 3206.00| 10.00000 16030.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0300 26431 304.000 TON | 150.00000 45600.00| 125.00000 38000.00| 50.00000 15200.00 GROUTED RIPRAP 30" | | | 0310 27102 80.000 LB | 31.00000 2480.00| 22.00000 1760.00| 10.00000 800.00 REGULAR SEED | | | 0320 27103 39.000 LB | 27.00000 1053.00| 3.00000 117.00| 15.00000 585.00 OVERSEEDING | | | 0330 27104 4.000 LB | 44.00000 176.00| 30.00000 120.00| 25.00000 100.00 LEGUME SEED | | | 0340 27105 2.000 LB | 44.00000 88.00| 26.00000 52.00| 25.00000 50.00 LEGUME OVERSEEDING | | | 0350 27215 1.000 TON | 2500.00000 2500.00| 1800.00000 1800.00| 600.00000 600.00 FERTILIZER(15-30-15) | | | 0360 27250 2.000 TON | 270.00000 540.00| 200.00000 400.00| 200.00000 400.00 LIME | | | 0370 27415 4.000 EA | 180.00000 720.00| 200.00000 800.00| 250.00000 1000.00 CHECK DAM(ROCK) TY. II | | | 0380 27430 102.000 CY | 20.00000 2040.00| 4.00000 408.00| 10.00000 1020.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -7 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) O017 |( 5 ) A013 |( 6 ) H018 |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMP |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 27451 1.000 EA | 450.00000 450.00| 250.00000 250.00| 200.00000 200.00 INLET PROTECTION TYPE A | | | 0400 27505 420.000 LF | 2.90000 1218.00| 3.00000 1260.00| 4.00000 1680.00 TEMP. SILT FENCE | | | 0410 27506 150.000 LF | 2.90000 435.00| 2.50000 375.00| 3.00000 450.00 TEMP. FILTER BARRIER | | | 0420 50108 8.000 SF | 230.00000 1840.00| 35.00000 280.00| 40.00000 320.00 SIGN PANEL | | | 0430 50430 16.000 LF | 140.00000 2240.00| 24.00000 384.00| 38.00000 608.00 SIGN POST STP-1 2" | | | 0440 54020 1250.000 LF | 1.90000 2375.00| 4.00000 5000.00| 0.60000 750.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0450 60404 82.000 CY | 1200.00000 98400.00| 1100.00000 90200.00| 2000.00000 164000.00 CONCRETE CLASS A4 | | | 0460 60490 264.000 SY | 16.00000 4224.00| 16.00000 4224.00| 14.00000 3696.00 BRIDGE DECK GROOVING | | | 0470 61701 15220.000 LB | 2.20000 33484.00| 2.00000 30440.00| 1.65000 25113.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0480 61812 84700.000 LS | 247000.00000 247000.00| 230000.00000 230000.00| 275000.00000 275000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0490 62010 216.000 LF | 130.00000 28080.00| 115.00000 24840.00| 90.00000 19440.00 CONCRETE PARAPET | | | 0500 64005 1572.000 TON | 30.00000 47160.00| 38.00000 59736.00| 30.00000 47160.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0510 64011 967.000 CY | 16.00000 15472.00| 65.00000 62855.00| 18.00000 17406.00 STRUCTURE EXCAVATION | | | 0520 64036 102.000 LF | 43.00000 4386.00| 28.00000 2856.00| 25.00000 2550.00 PIPE UNDERDRAIN 6" | | | 0530 64045 1693.000 SF | 52.00000 88036.00| 78.00000 132054.00| 100.00000 169300.00 TEMPORARY SHEET PILING | | | 0540 64110 1112.000 LF | 45.00000 50040.00| 50.00000 55600.00| 45.00000 50040.00 STEEL PILES 10" | | | 0550 64755 19.000 EA | 110.00000 2090.00| 100.00000 1900.00| 120.00000 2280.00 PILE POINT FOR 10" STEEL PILE | | | 0560 65013 119.000 CY | 580.00000 69020.00| 850.00000 101150.00| 1000.00000 119000.00 CONCRETE CLASS A3 | | | 0570 65200 4340.000 LB | 1.60000 6944.00| 1.65000 7161.00| 0.85000 3689.00 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B48 -8 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090089B56 COUNTIES : FRANKLIN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) O017 |( 5 ) A013 |( 6 ) H018 |ORDERS CONSTRUCTION COMPANY |ALLEGHENY CONSTRUCTION COMP |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 65201 5220.000 LB | 2.70000 14094.00| 2.25000 11745.00| 1.65000 8613.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0590 66431 661.000 TON | 150.00000 99150.00| 115.00000 76015.00| 50.00000 33050.00 GROUTED RIPRAP 30" | | | 0600 66926 12.000 SY | 170.00000 2040.00| 330.00000 3960.00| 160.00000 1920.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 10" | | | 0610 67900 LUMP| 69000.00000 69000.00| 55000.00000 55000.00| 125000.00000 125000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6358 | | | 0620 68476 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 3200.00000 3200.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6358 | | | 0630 68492 LUMP| 310.00000 310.00| 500.00000 500.00| 250.00000 250.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6358 TYPE B | | | SECTION TOTALS | $ 1,225,749.30| $ 1,348,591.00| $ 1,364,324.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,225,749.30| $ 1,348,591.00| $ 1,364,324.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -1 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/16/13 COMPLETION DATE PROJECT(S) : (NFO)0600-050-184,B615 FED # BR-050 6(028) (NFO)0600-050-184, C501 FED # BR-050-6(028) CONTRACT DESCRIPTION: BRIDGE REPLACEMENT OVER HERRING CREEK KING WILLIAM COUNTY, 2.3 MI. E. RTE 360 SET-ASIDE : ANDY KEETON VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 1,710,420.75 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 1,781,027.75 104.1280% 3 N165 GEORGE NICE & SONS, INC. $ 1,966,039.20 114.9448% 4 K003 J. L. KENT & SONS, INC. $ 2,000,007.99 116.9308% 5 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 2,312,922.39 135.2253% 6 M047 MCLEAN CONTRACTING COMPANY $ 2,316,658.05 135.4438% ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |GEORGE NICE & SONS, 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| 95000.00000 95000.00| 115000.00000 115000.00| 105000.00000 105000.00 MOBILIZATION | | | 0020 00101 LUMP| 12000.00000 12000.00| 14000.00000 14000.00| 9000.00000 9000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 16236.000 CY | 11.00000 178596.00| 15.50000 251658.00| 13.25000 215127.00 REGULAR EXCAVATION | | | 0040 00154 1939.000 S.Y.| 3.70000 7174.30| 4.50000 8725.50| 3.00000 5817.00 NS GEOTEXTILE GEOTEXTILE BIAXIAL GEOGRI | | | 0050 00155 2855.000 SY | 3.60000 10278.00| 10.00000 28550.00| 2.00000 5710.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0060 00700 157.000 LF | 11.00000 1727.00| 5.50000 863.50| 7.00000 1099.00 POST INSTALLATION INSPECTION | | | 0070 01120 68.000 LF | 58.00000 3944.00| 78.00000 5304.00| 28.00000 1904.00 12" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -2 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 01150 65.000 LF | 59.00000 3835.00| 53.50000 3477.50| 42.00000 2730.00 15" PIPE | | | 0090 01180 60.000 LF | 60.00000 3600.00| 70.50000 4230.00| 88.00000 5280.00 18" PIPE | | | 0100 06150 2.000 EA | 550.00000 1100.00| 311.00000 622.00| 250.00000 500.00 15" END SECTION ES-1 OR 2 | | | 0110 06180 2.000 EA | 750.00000 1500.00| 240.00000 480.00| 275.00000 550.00 18" END SECTION ES-1 OR 2 | | | 0120 08962 2.000 EA | 2100.00000 4200.00| 2500.00000 5000.00| 2145.00000 4290.00 DROP INLET DI-13 TY.1 | | | 0130 09125 3.000 EA | 1000.00000 3000.00| 606.00000 1818.00| 1145.00000 3435.00 ENERGY DISSIPATOR EG-1 | | | 0140 09150 6.500 TON | 60.00000 390.00| 93.50000 607.75| 85.00000 552.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09225 60.000 SY | 95.00000 5700.00| 85.00000 5100.00| 72.00000 4320.00 PAVED FLUME PG-4 | | | 0160 10128 1966.000 TON | 28.00000 55048.00| 26.50000 52099.00| 22.00000 43252.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10608 528.000 TON | 102.00000 53856.00| 90.00000 47520.00| 93.50000 49368.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0180 10610 528.000 TON | 91.00000 48048.00| 90.00000 47520.00| 93.50000 49368.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0190 10642 806.000 TON | 91.50000 73749.00| 90.00000 72540.00| 93.50000 75361.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0200 12030 58.000 LF | 22.00000 1276.00| 42.50000 2465.00| 22.50000 1305.00 STD. CURB CG-3 | | | 0210 12505 5.000 TON | 290.00000 1450.00| 318.00000 1590.00| 330.00000 1650.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0220 13310 39.000 LF | 85.00000 3315.00| 106.00000 4134.00| 112.00000 4368.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0230 13320 655.000 LF | 17.00000 11135.00| 18.00000 11790.00| 19.00000 12445.00 GUARDRAIL GR-2 | | | 0240 13345 1.000 EA | 2600.00000 2600.00| 2200.00000 2200.00| 2295.00000 2295.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0250 13383 4.000 EA | 2500.00000 10000.00| 1800.00000 7200.00| 1900.00000 7600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0260 16516 243.000 SY | 19.00000 4617.00| 10.50000 2551.50| 10.50000 2551.50 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -3 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24100 120.000 HR | 32.00000 3840.00| 27.50000 3300.00| 10.00000 1200.00 ALLAYING DUST | | | 0280 24152 2.000 EA | 650.00000 1300.00| 350.00000 700.00| 350.00000 700.00 TYPE III BARRICADE 8' | | | 0290 24160 352.000 SF | 39.00000 13728.00| 30.00000 10560.00| 14.00000 4928.00 CONSTRUCTION SIGNS | | | 0300 24260 688.000 TON | 34.00000 23392.00| 25.00000 17200.00| 17.00000 11696.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0310 24278 10388.000 DAY | 0.80000 8310.40| 0.50000 5194.00| 0.50000 5194.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 144.000 HR | 5.00000 720.00| 9.00000 1296.00| 7.20000 1036.80 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24282 200.000 HR | 30.00000 6000.00| 20.50000 4100.00| 18.00000 3600.00 FLAGGER SERVICE | | | 0340 24400 26.000 UNIT| 95.00000 2470.00| 831.00000 21606.00| 75.00000 1950.00 OBSCURING ROADWAY | | | 0350 24410 3066.000 SY | 4.00000 12264.00| 8.00000 24528.00| 6.00000 18396.00 DEMOLITION OF PAVEMENT | | | 0360 24600 604.000 LF | 3.20000 1932.80| 2.00000 1208.00| 3.00000 1812.00 REMOVE EXISTING GUARDRAIL | | | 0370 25506 12.000 MO | 1900.00000 22800.00| 1300.00000 15600.00| 750.00000 9000.00 FIELD OFFICE TY.II | | | 0380 25574 2.000 DAY | 540.00000 1080.00| 1350.00000 2700.00| 2260.00000 4520.00 NS CONTRACT CONTRACT NBIS ACCESS UNDER | | | BRIDGE (B6002) | | | 0390 27102 449.000 LB | 20.00000 8980.00| 21.00000 9429.00| 18.00000 8082.00 REGULAR SEED | | | 0400 27103 170.000 LB | 12.00000 2040.00| 10.50000 1785.00| 5.00000 850.00 OVERSEEDING | | | 0410 27215 1.000 TON | 670.00000 670.00| 1600.00000 1600.00| 1050.00000 1050.00 FERTILIZER(15-30-15) | | | 0420 27250 11.000 TON | 510.00000 5610.00| 318.00000 3498.00| 500.00000 5500.00 LIME | | | 0430 27284 15459.000 SY | 0.70000 10821.30| 0.50000 7729.50| 0.35000 5410.65 EROSION CONTROL MULCH | | | 0440 27321 1173.000 SY | 4.00000 4692.00| 2.25000 2639.25| 2.60000 3049.80 PROTECTIVE COVERING EC-2 | | | 0450 27410 2.000 EA | 610.00000 1220.00| 719.00000 1438.00| 390.00000 780.00 CHECK DAM, ROCK TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -4 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 27415 28.000 EA | 145.00000 4060.00| 288.00000 8064.00| 155.00000 4340.00 CHECK DAM(ROCK) TY. II | | | 0470 27430 642.000 CY | 8.10000 5200.20| 13.00000 8346.00| 2.00000 1284.00 SILTATION CONTROL EXCAVATION | | | 0480 27500 108.000 SY | 4.30000 464.40| 10.00000 1080.00| 2.00000 216.00 GEOTEXTILE FABRIC | | | 0490 27505 1077.000 LF | 3.75000 4038.75| 3.75000 4038.75| 2.00000 2154.00 TEMP. SILT FENCE | | | 0500 27506 2580.000 LF | 3.40000 8772.00| 3.40000 8772.00| 2.00000 5160.00 TEMP. FILTER BARRIER | | | 0510 27552 2347.000 TON | 29.00000 68063.00| 29.50000 69236.50| 23.50000 55154.50 NS NO. 57 STONE NO. 57 STONE ... | | | 0520 50108 43.500 SF | 47.00000 2044.50| 33.00000 1435.50| 24.70000 1074.45 SIGN PANEL | | | 0530 50430 48.000 LF | 49.00000 2352.00| 21.00000 1008.00| 15.00000 720.00 SIGN POST STP-1 2" | | | 0540 50434 24.000 LF | 59.00000 1416.00| 42.50000 1020.00| 33.50000 804.00 SIGN POST STP-1 2 1/2" | | | 0550 50490 6.000 EA | 590.00000 3540.00| 74.50000 447.00| 365.00000 2190.00 CONCRETE FOUNDATION STP-1 | | | 0560 50600 4.000 EA | 155.00000 620.00| 265.00000 1060.00| 75.00000 300.00 REMOVE TY.I SIGNS | | | 0570 54032 5490.000 LF | 0.91000 4995.90| 0.75000 4117.50| 0.80000 4392.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0580 54075 400.000 LF | 2.60000 1040.00| 3.00000 1200.00| 4.00000 1600.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0590 60420 141.800 CY | 980.00000 138964.00| 885.00000 125493.00| 1150.00000 163070.00 NS CONCRETE CONCRETE CLASS A-4 MOD. | | | 0600 60490 440.000 SY | 6.65000 2926.00| 8.00000 3520.00| 12.00000 5280.00 BRIDGE DECK GROOVING | | | 0610 61701 26770.000 LB | 1.96000 52469.20| 1.70000 45509.00| 2.25000 60232.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0620 61812 118300.000 LS | 212940.00000 212940.00| 170000.00000 170000.00| 320000.00000 320000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0630 62032 202.000 LF | 251.00000 50702.00| 311.00000 62822.00| 303.00000 61206.00 RAILING,KANSAS CORRAL 32" W/CURB | | | 0640 64005 1220.000 TON | 28.00000 34160.00| 23.50000 28670.00| 20.00000 24400.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -5 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 64011 508.000 CY | 24.00000 12192.00| 50.00000 25400.00| 16.00000 8128.00 STRUCTURE EXCAVATION | | | 0660 64032 34.000 SY | 31.00000 1054.00| 17.00000 578.00| 218.00000 7412.00 GEOCOMPOSITE WALL DRAIN | | | 0670 64101 2.000 EA | 4650.00000 9300.00| 2250.00000 4500.00| 8000.00000 16000.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0680 64414 2058.000 LF | 46.00000 94668.00| 70.00000 144060.00| 73.00000 150234.00 PRESTR. CONCRETE PILES 14" | | | 0690 64818 103.000 LF | 97.00000 9991.00| 129.00000 13287.00| 480.00000 49440.00 DRIVING TEST FOR 14" PRESTR. CONC. PILE | | | 0700 65013 110.800 CY | 822.00000 91077.60| 820.00000 90856.00| 1165.00000 129082.00 CONCRETE CLASS A3 | | | 0710 65200 4170.000 LB | 0.87000 3627.90| 0.90000 3753.00| 1.25000 5212.50 REINF. STEEL | | | 0720 65201 3250.000 LB | 2.03000 6597.50| 1.70000 5525.00| 2.40000 7800.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0730 66120 1.000 EA | 65000.00000 65000.00| 27500.00000 27500.00| 36000.00000 36000.00 COFFERDAM | | | 0740 66127 394.000 TON | 53.00000 20882.00| 71.50000 28171.00| 70.00000 27580.00 DRY RIPRAP CL.I 26" | | | 0750 66926 22.000 SY | 149.00000 3278.00| 87.00000 1914.00| 390.00000 8580.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION (10") | | | 0760 67900 LUMP| 62000.00000 62000.00| 52000.00000 52000.00| 100000.00000 100000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. # 6002 | | | 0770 69627 48.000 TON | 62.00000 2976.00| 93.50000 4488.00| 70.00000 3360.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 1,710,420.75| $ 1,781,027.75| $ 1,966,039.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,710,420.75| $ 1,781,027.75| $ 1,966,039.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -6 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) K003 |( 5 ) B800 |( 6 ) M047 |J. L. KENT & SONS, INC. |BASIC CONSTRUCTION COMPANY, |MCLEAN CONTRACTING COMPANY 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| 156250.00000 156250.00| 77900.00000 77900.00| 145000.00000 145000.00 MOBILIZATION | | | 0020 00101 LUMP| 19458.00000 19458.00| 31500.00000 31500.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 16236.000 CY | 13.00000 211068.00| 23.20000 376675.20| 23.00000 373428.00 REGULAR EXCAVATION | | | 0040 00154 1939.000 S.Y.| 6.40000 12409.60| 5.30000 10276.70| 3.00000 5817.00 NS GEOTEXTILE GEOTEXTILE BIAXIAL GEOGRI | | | 0050 00155 2855.000 SY | 2.90000 8279.50| 2.30000 6566.50| 11.45000 32689.75 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0060 00700 157.000 LF | 9.46000 1485.22| 9.00000 1413.00| 20.00000 3140.00 POST INSTALLATION INSPECTION | | | 0070 01120 68.000 LF | 32.00000 2176.00| 38.30000 2604.40| 66.00000 4488.00 12" PIPE | | | 0080 01150 65.000 LF | 38.00000 2470.00| 42.20000 2743.00| 69.00000 4485.00 15" PIPE | | | 0090 01180 60.000 LF | 99.40000 5964.00| 45.00000 2700.00| 78.00000 4680.00 18" PIPE | | | 0100 06150 2.000 EA | 275.00000 550.00| 497.00000 994.00| 1200.00000 2400.00 15" END SECTION ES-1 OR 2 | | | 0110 06180 2.000 EA | 300.00000 600.00| 706.00000 1412.00| 1300.00000 2600.00 18" END SECTION ES-1 OR 2 | | | 0120 08962 2.000 EA | 3100.00000 6200.00| 3260.00000 6520.00| 3200.00000 6400.00 DROP INLET DI-13 TY.1 | | | 0130 09125 3.000 EA | 2025.00000 6075.00| 1750.00000 5250.00| 2000.00000 6000.00 ENERGY DISSIPATOR EG-1 | | | 0140 09150 6.500 TON | 180.00000 1170.00| 290.00000 1885.00| 72.00000 468.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09225 60.000 SY | 60.00000 3600.00| 123.00000 7380.00| 175.00000 10500.00 PAVED FLUME PG-4 | | | 0160 10128 1966.000 TON | 18.00000 35388.00| 30.80000 60552.80| 35.00000 68810.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10608 528.000 TON | 100.50000 53064.00| 106.00000 55968.00| 93.00000 49104.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0180 10610 528.000 TON | 96.00000 50688.00| 101.00000 53328.00| 89.00000 46992.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0190 10642 806.000 TON | 94.00000 75764.00| 82.90000 66817.40| 87.00000 70122.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -7 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) K003 |( 5 ) B800 |( 6 ) M047 |J. L. KENT & SONS, INC. |BASIC CONSTRUCTION COMPANY, |MCLEAN CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 12030 58.000 LF | 35.00000 2030.00| 55.60000 3224.80| 50.00000 2900.00 STD. CURB CG-3 | | | 0210 12505 5.000 TON | 275.00000 1375.00| 309.00000 1545.00| 250.00000 1250.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0220 13310 39.000 LF | 88.00000 3432.00| 89.00000 3471.00| 80.00000 3120.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0230 13320 655.000 LF | 17.60000 11528.00| 17.80000 11659.00| 16.00000 10480.00 GUARDRAIL GR-2 | | | 0240 13345 1.000 EA | 2750.00000 2750.00| 2780.00000 2780.00| 2500.00000 2500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0250 13383 4.000 EA | 2200.00000 8800.00| 2220.00000 8880.00| 2000.00000 8000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0260 16516 243.000 SY | 18.55000 4507.65| 37.30000 9063.90| 15.00000 3645.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0270 24100 120.000 HR | 26.00000 3120.00| 71.50000 8580.00| 60.00000 7200.00 ALLAYING DUST | | | 0280 24152 2.000 EA | 350.00000 700.00| 450.00000 900.00| 385.00000 770.00 TYPE III BARRICADE 8' | | | 0290 24160 352.000 SF | 13.90000 4892.80| 16.40000 5772.80| 14.00000 4928.00 CONSTRUCTION SIGNS | | | 0300 24260 688.000 TON | 22.15000 15239.20| 32.20000 22153.60| 33.00000 22704.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0310 24278 10388.000 DAY | 0.48000 4986.24| 0.76000 7894.88| 0.65000 6752.20 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 144.000 HR | 9.00000 1296.00| 8.50000 1224.00| 7.25000 1044.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24282 200.000 HR | 16.80000 3360.00| 18.20000 3640.00| 135.00000 27000.00 FLAGGER SERVICE | | | 0340 24400 26.000 UNIT| 100.00000 2600.00| 449.00000 11674.00| 300.00000 7800.00 OBSCURING ROADWAY | | | 0350 24410 3066.000 SY | 6.00000 18396.00| 7.40000 22688.40| 3.00000 9198.00 DEMOLITION OF PAVEMENT | | | 0360 24600 604.000 LF | 3.30000 1993.20| 8.90000 5375.60| 8.00000 4832.00 REMOVE EXISTING GUARDRAIL | | | 0370 25506 12.000 MO | 1100.00000 13200.00| 1470.00000 17640.00| 1200.00000 14400.00 FIELD OFFICE TY.II | | | 0380 25574 2.000 DAY | 5500.00000 11000.00| 3340.00000 6680.00| 2000.00000 4000.00 NS CONTRACT CONTRACT NBIS ACCESS UNDER | | | BRIDGE (B6002) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -8 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) K003 |( 5 ) B800 |( 6 ) M047 |J. L. KENT & SONS, INC. |BASIC CONSTRUCTION COMPANY, |MCLEAN CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 27102 449.000 LB | 11.00000 4939.00| 22.30000 10012.70| 20.00000 8980.00 REGULAR SEED | | | 0400 27103 170.000 LB | 5.00000 850.00| 11.10000 1887.00| 10.00000 1700.00 OVERSEEDING | | | 0410 27215 1.000 TON | 1490.00000 1490.00| 1670.00000 1670.00| 1500.00000 1500.00 FERTILIZER(15-30-15) | | | 0420 27250 11.000 TON | 220.00000 2420.00| 334.00000 3674.00| 300.00000 3300.00 LIME | | | 0430 27284 15459.000 SY | 0.33000 5101.47| 0.44000 6801.96| 0.40000 6183.60 EROSION CONTROL MULCH | | | 0440 27321 1173.000 SY | 2.90000 3401.70| 6.00000 7038.00| 2.00000 2346.00 PROTECTIVE COVERING EC-2 | | | 0450 27410 2.000 EA | 390.00000 780.00| 327.00000 654.00| 600.00000 1200.00 CHECK DAM, ROCK TY. I | | | 0460 27415 28.000 EA | 128.00000 3584.00| 168.00000 4704.00| 400.00000 11200.00 CHECK DAM(ROCK) TY. II | | | 0470 27430 642.000 CY | 5.88000 3774.96| 9.60000 6163.20| 25.00000 16050.00 SILTATION CONTROL EXCAVATION | | | 0480 27500 108.000 SY | 5.00000 540.00| 1.80000 194.40| 0.75000 81.00 GEOTEXTILE FABRIC | | | 0490 27505 1077.000 LF | 2.25000 2423.25| 3.10000 3338.70| 2.50000 2692.50 TEMP. SILT FENCE | | | 0500 27506 2580.000 LF | 2.00000 5160.00| 2.80000 7224.00| 2.25000 5805.00 TEMP. FILTER BARRIER | | | 0510 27552 2347.000 TON | 22.00000 51634.00| 37.40000 87777.80| 35.00000 82145.00 NS NO. 57 STONE NO. 57 STONE ... | | | 0520 50108 43.500 SF | 39.60000 1722.60| 44.70000 1944.45| 50.00000 2175.00 SIGN PANEL | | | 0530 50430 48.000 LF | 14.75000 708.00| 46.20000 2217.60| 30.00000 1440.00 SIGN POST STP-1 2" | | | 0540 50434 24.000 LF | 46.00000 1104.00| 62.30000 1495.20| 40.00000 960.00 SIGN POST STP-1 2 1/2" | | | 0550 50490 6.000 EA | 375.00000 2250.00| 200.00000 1200.00| 400.00000 2400.00 CONCRETE FOUNDATION STP-1 | | | 0560 50600 4.000 EA | 100.00000 400.00| 167.00000 668.00| 180.00000 720.00 REMOVE TY.I SIGNS | | | 0570 54032 5490.000 LF | 0.82000 4501.80| 2.20000 12078.00| 1.95000 10705.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0580 54075 400.000 LF | 3.25000 1300.00| 4.40000 1760.00| 3.95000 1580.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -9 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) K003 |( 5 ) B800 |( 6 ) M047 |J. L. KENT & SONS, INC. |BASIC CONSTRUCTION COMPANY, |MCLEAN CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 60420 141.800 CY | 1080.00000 153144.00| 1220.00000 172996.00| 900.00000 127620.00 NS CONCRETE CONCRETE CLASS A-4 MOD. | | | 0600 60490 440.000 SY | 11.00000 4840.00| 24.50000 10780.00| 7.75000 3410.00 BRIDGE DECK GROOVING | | | 0610 61701 26770.000 LB | 2.14000 57287.80| 2.20000 58894.00| 4.25000 113772.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0620 61812 118300.000 LS | 301226.00000 301226.00| 295000.00000 295000.00| 370000.00000 370000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0630 62032 202.000 LF | 284.00000 57368.00| 378.00000 76356.00| 175.00000 35350.00 RAILING,KANSAS CORRAL 32" W/CURB | | | 0640 64005 1220.000 TON | 20.75000 25315.00| 35.00000 42700.00| 28.00000 34160.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0650 64011 508.000 CY | 7.90000 4013.20| 44.50000 22606.00| 34.00000 17272.00 STRUCTURE EXCAVATION | | | 0660 64032 34.000 SY | 194.00000 6596.00| 77.90000 2648.60| 52.00000 1768.00 GEOCOMPOSITE WALL DRAIN | | | 0670 64101 2.000 EA | 7276.50000 14553.00| 2220.00000 4440.00| 10750.00000 21500.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0680 64414 2058.000 LF | 72.60000 149410.80| 55.60000 114424.80| 85.00000 174930.00 PRESTR. CONCRETE PILES 14" | | | 0690 64818 103.000 LF | 429.00000 44187.00| 178.00000 18334.00| 245.00000 25235.00 DRIVING TEST FOR 14" PRESTR. CONC. PILE | | | 0700 65013 110.800 CY | 1030.00000 114124.00| 1060.00000 117448.00| 750.00000 83100.00 CONCRETE CLASS A3 | | | 0710 65200 4170.000 LB | 1.10000 4587.00| 1.20000 5004.00| 2.75000 11467.50 REINF. STEEL | | | 0720 65201 3250.000 LB | 2.14000 6955.00| 2.20000 7150.00| 4.25000 13812.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0730 66120 1.000 EA | 33000.00000 33000.00| 65100.00000 65100.00| 40000.00000 40000.00 COFFERDAM | | | 0740 66127 394.000 TON | 65.00000 25610.00| 77.90000 30692.60| 125.00000 49250.00 DRY RIPRAP CL.I 26" | | | 0750 66926 22.000 SY | 348.00000 7656.00| 311.00000 6842.00| 200.00000 4400.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION (10") | | | 0760 67900 LUMP| 121065.00000 121065.00| 167000.00000 167000.00| 32000.00000 32000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. # 6002 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B52 -10 TABULATION OF BIDS CALL ORDER : B52 CONTRACT ID : C00077328B15 COUNTIES : KING WILLIAM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) K003 |( 5 ) B800 |( 6 ) M047 |J. L. KENT & SONS, INC. |BASIC CONSTRUCTION COMPANY, |MCLEAN CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 69627 48.000 TON | 65.00000 3120.00| 97.30000 4670.40| 100.00000 4800.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 2,000,007.99| $ 2,312,922.39| $ 2,316,658.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,000,007.99| $ 2,312,922.39| $ 2,316,658.05 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B58 -1 TABULATION OF BIDS CALL ORDER : B58 CONTRACT ID : C00098942B13 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/20/13 COMPLETION DATE PROJECT(S) : (NFO)BR02-962-116, B613 FED # STP-BR02(080) CONTRACT DESCRIPTION: DISTRICT WIDE BRIDGE CLEANING VARIOUS SET-ASIDE : ANDY KEETON VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 91,154.58 100.0000% 2 P1010 POLING CONSTRUCTION LLC $ 108,294.56 118.8032% 3 D582 DEANGELO BROTHERS, INC. $ 122,287.68 134.1542% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 129,926.01 142.5337% 5 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 189,883.60 208.3094% 6 C174 CLECO CORPORATION $ 223,929.00 245.6585% 7 M1081 DW MILLER CONSTRUCTION, INC. $ 481,011.00 527.6871% ==================================================================================================================================== |( 1 ) M813 |( 2 ) P1010 |( 3 ) D582 |MCCLAIN & CO., INC. |POLING CONSTRUCTION, LLC |DEANGELO BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24160 1200.000 SF | 0.30000 360.00| 1.25000 1500.00| 0.01000 12.00 CONSTRUCTION SIGNS | | | 0020 24272 140.000 HR | 1.00000 140.00| 9.00000 1260.00| 0.01000 1.40 TRUCK MOUNTED ATTENUATOR | | | 0030 24278 500.000 DAY | 1.00000 500.00| 2.00000 1000.00| 0.01000 5.00 GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 260.000 HR | 0.61000 158.60| 1.00000 260.00| 0.01000 2.60 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 140.000 HR | 0.36000 50.40| 1.00000 140.00| 0.01000 1.40 ELECTRONIC ARROW | | | 0060 24282 5200.000 HR | 0.09000 468.00| 1.00000 5200.00| 0.01000 52.00 FLAGGER SERVICE | | | 0070 62534 72746.000 SY | 1.23000 89477.58| 1.36000 98934.56| 1.68000 122213.28 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE CLEANING & WASHING | | | SECTION TOTALS | $ 91,154.58| $ 108,294.56| $ 122,287.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,154.58| $ 108,294.56| $ 122,287.68 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B58 -2 TABULATION OF BIDS CALL ORDER : B58 CONTRACT ID : C00098942B13 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) W210 |( 5 ) L005 |( 6 ) C174 |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24160 1200.000 SF | 0.01000 12.00| 0.10000 120.00| 25.00000 30000.00 CONSTRUCTION SIGNS | | | 0020 24272 140.000 HR | 0.01000 1.40| 0.10000 14.00| 25.00000 3500.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24278 500.000 DAY | 0.01000 5.00| 0.10000 50.00| 1.00000 500.00 GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 260.000 HR | 0.01000 2.60| 0.10000 26.00| 10.00000 2600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 140.000 HR | 0.01000 1.40| 0.10000 14.00| 1.50000 210.00 ELECTRONIC ARROW | | | 0060 24282 5200.000 HR | 0.01000 52.00| 0.10000 520.00| 15.00000 78000.00 FLAGGER SERVICE | | | 0070 62534 72746.000 SY | 1.78500 129851.61| 2.60000 189139.60| 1.50000 109119.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE CLEANING & WASHING | | | SECTION TOTALS | $ 129,926.01| $ 189,883.60| $ 223,929.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,926.01| $ 189,883.60| $ 223,929.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B58 -3 TABULATION OF BIDS CALL ORDER : B58 CONTRACT ID : C00098942B13 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 7 ) M1081 |( ) |( ) |DW MILLER CONSTRUCTION, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24160 1200.000 SF | 25.00000 30000.00| | CONSTRUCTION SIGNS | | | 0020 24272 140.000 HR | 20.00000 2800.00| | TRUCK MOUNTED ATTENUATOR | | | 0030 24278 500.000 DAY | 6.00000 3000.00| | GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 260.000 HR | 25.00000 6500.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 140.000 HR | 15.00000 2100.00| | ELECTRONIC ARROW | | | 0060 24282 5200.000 HR | 35.00000 182000.00| | FLAGGER SERVICE | | | 0070 62534 72746.000 SY | 3.50000 254611.00| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE CLEANING & WASHING | | | SECTION TOTALS | $ 481,011.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 481,011.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -1 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/12/13 COMPLETION DATE PROJECT(S) : 0655-030-348, B651 FED # NONE 0655-030-348 C501 FED # NONE 0655-030-348 C501 FED # NONE CONTRACT DESCRIPTION: APPROACHES AND BRIDGE REPLACEMENT OVER TINPOT RUN 0.37 MI. WEST OF RTE. 1201 0.11 MI. EAST OF RTE. 1201 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 2,313,177.80 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 2,710,687.60 117.1846% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 2,818,842.45 121.8602% 4 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 2,826,104.43 122.1741% 5 M640 MARTINS CONSTRUCTION CORP. $ 2,921,331.36 126.2908% 6 A648 A & M CONCRETE CORP. $ 2,997,810.06 129.5970% ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |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 00100 LUMP| 60000.00000 60000.00| 149500.00000 149500.00| 93600.00000 93600.00 MOBILIZATION | | | 0020 00101 LUMP| 13546.52000 13546.52| 25000.00000 25000.00| 30000.00000 30000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 25000.00000 25000.00| 35000.00000 35000.00| 8325.00000 8325.00 CLEARING AND GRUBBING | | | 0040 00120 5241.000 CY | 16.38000 85847.58| 25.00000 131025.00| 36.00000 188676.00 REGULAR EXCAVATION | | | 0050 00140 19779.000 CY | 14.00000 276906.00| 20.00000 395580.00| 20.00000 395580.00 BORROW EXCAVATION | | | 0060 00155 4473.000 SY | 1.44000 6441.12| 2.10000 9393.30| 1.55000 6933.15 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -2 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00211 134.000 CY | 21.10000 2827.40| 40.50000 5427.00| 9.00000 1206.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0080 00306 3453.000 TON | 15.26000 52692.78| 10.50000 36256.50| 24.50000 84598.50 NS SELECT MATERIAL SELECT MATERIAL TY. | | | II | | | 0090 00355 3845.000 SY | 1.36000 5229.20| 1.75000 6728.75| 1.55000 5959.75 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00525 13.000 CY | 851.60000 11070.80| 775.00000 10075.00| 500.00000 6500.00 CONCRETE CLASS A3 MISC. | | | 0110 00529 27.000 CY | 220.17000 5944.59| 385.00000 10395.00| 306.00000 8262.00 FLOWABLE BACKFILL | | | 0120 00588 4204.000 LF | 9.16000 38508.64| 13.00000 54652.00| 10.00000 42040.00 UNDERDRAIN UD-4 | | | 0130 00590 32.000 LF | 15.25000 488.00| 10.00000 320.00| 20.00000 640.00 COMB. UNDERDRAIN CD-1 | | | 0140 00591 108.000 LF | 15.24000 1645.92| 10.00000 1080.00| 17.00000 1836.00 COMB. UNDERDRAIN CD-2 | | | 0150 00595 49.000 LF | 16.95000 830.55| 10.00000 490.00| 13.35000 654.15 OUTLET PIPE | | | 0160 00596 5.000 EA | 703.93000 3519.65| 500.00000 2500.00| 555.00000 2775.00 ENDWALL EW-12 | | | 0170 00700 1862.000 LF | 7.00000 13034.00| 5.50000 10241.00| 5.00000 9310.00 POST INSTALLATION INSPECTION | | | 0180 01150 48.000 LF | 30.88000 1482.24| 38.25000 1836.00| 38.00000 1824.00 15" PIPE | | | 0190 01152 52.000 LF | 56.97000 2962.44| 37.25000 1937.00| 42.20000 2194.40 15" CONC. PIPE | | | 0200 01156 1569.000 LF | 30.38000 47666.22| 47.25000 74135.25| 38.00000 59622.00 STORM SEWER PIPE 15" | | | 0210 01180 71.000 LF | 32.56000 2311.76| 44.00000 3124.00| 47.00000 3337.00 18" PIPE | | | 0220 01186 26.000 LF | 38.78000 1008.28| 60.50000 1573.00| 47.00000 1222.00 STORM SEWER PIPE 18" | | | 0230 01240 76.000 LF | 36.66000 2786.16| 53.00000 4028.00| 64.50000 4902.00 24" PIPE | | | 0240 04180 25.000 LF | 138.82000 3470.50| 56.75000 1418.75| 103.30000 2582.50 28" X 20" ARCH PIPE | | | 0250 04290 170.000 LF | 94.11000 15998.70| 65.75000 11177.50| 150.00000 25500.00 42" X 29" ARCH PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -3 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 06150 2.000 EA | 296.70000 593.40| 585.00000 1170.00| 689.00000 1378.00 15" END SECTION ES-1 OR 2 | | | 0270 06180 1.000 EA | 366.20000 366.20| 700.00000 700.00| 739.00000 739.00 18" END SECTION ES-1 OR 2 | | | 0280 06518 2.000 EA | 438.39000 876.78| 375.00000 750.00| 1221.00000 2442.00 28" X 20" END SECTION ES-3 | | | 0290 06740 1.000 EA | 2503.10000 2503.10| 2250.00000 2250.00| 2647.35000 2647.35 DROP INLET DI-1 | | | 0300 06745 1.000 EA | 3792.41000 3792.41| 4500.00000 4500.00| 2830.50000 2830.50 DROP INLET DI-2A | | | 0310 06748 2.000 EA | 4792.41000 9584.82| 4750.00000 9500.00| 3274.50000 6549.00 DROP INLET DI-2B,L=6' | | | 0320 06765 1.000 EA | 4290.81000 4290.81| 4750.00000 4750.00| 3274.50000 3274.50 DROP INLET DI-2C,L=6' | | | 0330 06815 3.000 EA | 2690.40000 8071.20| 3750.00000 11250.00| 3146.85000 9440.55 DROP INLET DI-3A | | | 0340 06817 7.000 EA | 3203.41000 22423.87| 3750.00000 26250.00| 3035.85000 21250.95 DROP INLET DI-3B,L=4' | | | 0350 06818 3.000 EA | 3163.27000 9489.81| 3975.00000 11925.00| 3108.00000 9324.00 DROP INLET DI-3B,L=6' | | | 0360 06819 2.000 EA | 4096.79000 8193.58| 4750.00000 9500.00| 3441.00000 6882.00 DROP INLET DI-3B,L=8' | | | 0370 06835 3.000 EA | 3480.29000 10440.87| 4500.00000 13500.00| 3552.00000 10656.00 DROP INLET DI-3C,L=6' | | | 0380 07508 1.000 EA | 2816.42000 2816.42| 3300.00000 3300.00| 2692.00000 2692.00 DROP INLET DI-7 | | | 0390 07510 1.000 EA | 3520.11000 3520.11| 4300.00000 4300.00| 3552.00000 3552.00 DROP INLET DI-7A | | | 0400 09056 7.000 LF | 688.28000 4817.96| 715.00000 5005.00| 482.85000 3379.95 MANHOLE MH-1 OR 2 | | | 0410 09057 2.000 EA | 823.57000 1647.14| 775.00000 1550.00| 593.85000 1187.70 FRAME & COVER MH-1 | | | 0420 09150 30.000 TON | 102.24000 3067.20| 50.00000 1500.00| 98.00000 2940.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0430 10041 33.000 TON | 91.76000 3028.08| 28.00000 924.00| 29.00000 957.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0440 10128 4825.000 TON | 20.93000 100987.25| 20.00000 96500.00| 25.60000 123520.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0450 10416 1771.000 GAL | 3.76000 6658.96| 3.45000 6109.95| 6.66000 11794.86 LIQUID ASPHALT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -4 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 10607 890.000 TON | 84.00000 74760.00| 97.75000 86997.50| 88.80000 79032.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0470 10635 47.000 TON | 108.15000 5083.05| 107.55000 5054.85| 115.00000 5405.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0480 10642 1949.000 TON | 79.80000 155530.20| 91.25000 177846.25| 84.40000 164495.60 ASPHALT CONCRETE TY. BM-25.0A | | | 0490 11070 189.000 LF | 4.84000 914.76| 2.30000 434.70| 5.00000 945.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (6") AND CONCRETE ITEMS | | | 0500 12020 137.000 LF | 16.27000 2228.99| 16.00000 2192.00| 16.65000 2281.05 STD. CURB CG-2 | | | 0510 12022 39.000 LF | 16.27000 634.53| 16.25000 633.75| 20.00000 780.00 RADIAL CURB CG-2 | | | 0520 12600 2449.000 LF | 16.87000 41314.63| 18.00000 44082.00| 16.65000 40775.85 STD. COMB. CURB & GUTTER CG-6 | | | 0530 12610 774.000 LF | 16.87000 13057.38| 18.25000 14125.50| 18.90000 14628.60 RADIAL COMB. CURB & GUTTER CG-6 | | | 0540 12700 971.000 LF | 16.87000 16380.77| 19.00000 18449.00| 18.00000 17478.00 STD. COMB. CURB & GUTTER CG-7 | | | 0550 12940 114.000 SY | 68.88000 7852.32| 75.00000 8550.00| 78.00000 8892.00 ENTRANCE GUTTER CG-9D | | | 0560 13108 17.000 SY | 217.35000 3694.95| 255.00000 4335.00| 277.50000 4717.50 CG-12 DETECTABLE WARNING SURFACE | | | 0570 13215 5.000 EA | 114.85000 574.25| 330.00000 1650.00| 750.00000 3750.00 MAILBOX POST, SINGLE | | | 0580 13220 183.000 SY | 36.88000 6749.04| 40.00000 7320.00| 40.00000 7320.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0590 13312 2.000 EA | 2047.50000 4095.00| 2100.00000 4200.00| 2164.50000 4329.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0600 13320 435.000 LF | 16.80000 7308.00| 19.50000 8482.50| 18.00000 7830.00 GUARDRAIL GR-2 | | | 0610 13345 2.000 EA | 2467.50000 4935.00| 2550.00000 5100.00| 2608.50000 5217.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0620 13383 4.000 EA | 1890.00000 7560.00| 2100.00000 8400.00| 1998.00000 7992.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0630 13520 10.000 CY | 1023.75000 10237.50| 1250.00000 12500.00| 1450.00000 14500.00 RETAINING WALL RW-2 | | | 0640 13561 2.000 CY | 49.60000 99.20| 111.25000 222.50| 200.00000 400.00 POROUS BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -5 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 13565 27.000 CY | 24.08000 650.16| 30.25000 816.75| 53.00000 1431.00 RETAINING WALL EXCAVATION | | | 0660 14260 162.000 TON | 19.98000 3236.76| 30.50000 4941.00| 25.60000 4147.20 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0670 22501 1087.000 LF | 3.80000 4130.60| 4.00000 4348.00| 4.00000 4348.00 FENCE FE-W1 | | | 0680 22541 3.000 EA | 136.50000 409.50| 145.00000 435.00| 144.30000 432.90 LINE BRACE UNIT FE-W1,FE-W2 | | | 0690 22581 9.000 EA | 136.50000 1228.50| 155.00000 1395.00| 144.30000 1298.70 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0700 22681 1213.000 LF | 2.56000 3105.28| 3.00000 3639.00| 2.71000 3287.23 FENCE FE-B | | | 0710 22721 6.000 EA | 136.50000 819.00| 145.00000 870.00| 144.30000 865.80 LINE BRACE UNIT FE-B | | | 0720 22741 7.000 EA | 136.50000 955.50| 155.00000 1085.00| 144.30000 1010.10 CORNER BRACE UNIT FE-B | | | 0730 23043 81.000 LF | 159.34000 12906.54| 175.00000 14175.00| 168.44000 13643.64 WATER GATE FE-4 TY.III | | | 0740 23560 518.000 LF | 2.09000 1082.62| 3.50000 1813.00| 4.44000 2299.92 TEMP. SAFETY FENCE 4' | | | 0750 23600 548.000 LF | 3.04000 1665.92| 4.50000 2466.00| 2.42000 1326.16 NS FENCE FENCE TEMP. | | | 0760 24100 55.000 HR | 90.00000 4950.00| 50.00000 2750.00| 25.00000 1375.00 ALLAYING DUST | | | 0770 24152 13.000 EA | 531.27000 6906.51| 400.00000 5200.00| 221.40000 2878.20 TYPE III BARRICADE 8' | | | 0780 24160 386.000 SF | 29.67000 11452.62| 35.00000 13510.00| 20.00000 7720.00 CONSTRUCTION SIGNS | | | 0790 24278 8496.000 DAY | 1.13000 9600.48| 0.55000 4672.80| 1.00000 8496.00 GROUP 2 CHANNELIZING DEVICES | | | 0800 24282 880.000 HR | 19.53000 17186.40| 22.00000 19360.00| 34.61000 30456.80 FLAGGER SERVICE | | | 0810 24290 40.000 LF | 29.26000 1170.40| 55.00000 2200.00| 72.00000 2880.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0820 24400 9.700 UNIT| 169.45000 1643.67| 375.00000 3637.50| 350.00000 3395.00 OBSCURING ROADWAY | | | 0830 24430 5922.000 SY | 5.25000 31090.50| 4.55000 26945.10| 5.55000 32867.10 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0840 25004 104.000 LF | 99.75000 10374.00| 275.00000 28600.00| 222.00000 23088.00 HANDRAIL HR-1 TYPE III | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -6 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 25507 9.000 MO | 1199.95000 10799.55| 2455.00000 22095.00| 3500.00000 31500.00 FIELD OFFICE TY.III | | | 0860 25561 2.000 DAY | 4475.54000 8951.08| 3000.00000 6000.00| 1200.00000 2400.00 FORMAL PARTNERING | | | 0870 26117 28.000 TON | 60.00000 1680.00| 55.00000 1540.00| 88.80000 2486.40 DRY RIPRAP CL. AI | | | 0880 26127 24.000 TON | 64.21000 1541.04| 65.00000 1560.00| 105.45000 2530.80 DRY RIPRAP CL.I 26" | | | 0890 27102 634.000 LB | 15.00000 9510.00| 12.00000 7608.00| 11.93000 7563.62 REGULAR SEED | | | 0900 27103 396.000 LB | 3.00000 1188.00| 5.00000 1980.00| 3.33000 1318.68 OVERSEEDING | | | 0910 27215 1.000 TON | 1120.00000 1120.00| 1550.00000 1550.00| 1665.00000 1665.00 FERTILIZER(15-30-15) | | | 0920 27250 13.000 TON | 205.00000 2665.00| 225.00000 2925.00| 166.50000 2164.50 LIME | | | 0930 27284 5915.000 SY | 0.29000 1715.35| 0.35000 2070.25| 0.83000 4909.45 EROSION CONTROL MULCH | | | 0940 27321 509.000 SY | 2.37000 1206.33| 3.25000 1654.25| 5.22000 2656.98 PROTECTIVE COVERING EC-2 | | | 0950 27325 52.000 SY | 7.00000 364.00| 7.50000 390.00| 7.21000 374.92 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0960 27336 118.000 SY | 2.00000 236.00| 6.75000 796.50| 6.66000 785.88 TEMP. DIVERSION CHANNEL LINING CL. A | | | 0970 27340 59.000 CY | 12.00000 708.00| 28.75000 1696.25| 61.05000 3601.95 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0980 27410 2.000 EA | 1165.00000 2330.00| 1125.00000 2250.00| 482.85000 965.70 CHECK DAM, ROCK TY. I | | | 0990 27415 38.000 EA | 275.00000 10450.00| 210.00000 7980.00| 688.20000 26151.60 CHECK DAM(ROCK) TY. II | | | 1000 27422 3.000 EA | 2242.19000 6726.57| 1200.00000 3600.00| 2053.50000 6160.50 DEWATERING BASIN | | | 1010 27430 2506.000 CY | 6.00000 15036.00| 12.25000 30698.50| 5.55000 13908.30 SILTATION CONTROL EXCAVATION | | | 1020 27451 3.000 EA | 262.44000 787.32| 300.00000 900.00| 360.75000 1082.25 INLET PROTECTION TYPE A | | | 1030 27461 22.000 EA | 273.96000 6027.12| 235.00000 5170.00| 283.05000 6227.10 INLET PROTECTION TYPE B | | | 1040 27505 1007.000 LF | 1.50000 1510.50| 2.15000 2165.05| 2.50000 2517.50 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -7 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 27506 7024.000 LF | 1.50000 10536.00| 2.00000 14048.00| 2.39000 16787.36 TEMP. FILTER BARRIER | | | 1060 27545 410.000 CY | 4.59000 1881.90| 20.00000 8200.00| 24.42000 10012.20 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1070 27550 5.300 LF | 1737.24000 9207.37| 1500.00000 7950.00| 838.05000 4441.67 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1080 27552 1059.000 TON | 19.38000 20523.42| 33.55000 35529.45| 25.53000 27036.27 NS NO. 57 STONE NO. 57 STONE AGGREGATE | | | 1090 27574 12.600 LF | 976.43000 12303.02| 855.00000 10773.00| 42.18000 531.47 TEMP. SEDIMENT RISER PIPE 48" | | | 1100 27580 2233.000 CY | 7.94000 17730.02| 15.00000 33495.00| 19.98000 44615.34 TEMP. SEDIMENT BASIN EXCAVATION | | | 1110 40002 23.000 LF | 23.95000 550.85| 75.75000 1742.25| 61.05000 1404.15 3/4" WATER SERVICE LINE | | | 1120 41967 1.000 EA | 428.89000 428.89| 700.00000 700.00| 1942.50000 1942.50 5/8" WATER METER BOX & YOKE | | | 1140 42758 2.000 EA | 1569.45000 3138.90| 1900.00000 3800.00| 593.85000 1187.70 MANHOLE FRAME & COVER WF & C-1 | | | 1150 42765 2.000 EA | 376.70000 753.40| 1300.00000 2600.00| 527.25000 1054.50 ADJUST EXIST FRAME & COVER | | | 1160 42771 17.000 LF | 930.43000 15817.31| 600.00000 10200.00| 432.00000 7344.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1180 50108 26.380 SF | 30.24000 797.73| 45.00000 1187.10| 32.00000 844.16 SIGN PANEL | | | 1190 50430 24.000 LF | 30.87000 740.88| 45.00000 1080.00| 32.63000 783.12 SIGN POST STP-1 2" | | | 1200 50432 12.000 LF | 51.24000 614.88| 75.00000 900.00| 54.17000 650.04 SIGN POST STP-1 2 3/16" | | | 1210 50434 24.000 LF | 52.40000 1257.60| 80.00000 1920.00| 55.39000 1329.36 SIGN POST STP-1 2 1/2" | | | 1220 50617 1.000 EA | 250.00000 250.00| 225.00000 225.00| 277.50000 277.50 RELOC. EXIST. SIGN STRUCT. TY. WP-1 | | | 1230 50867 3.000 EA | 250.00000 750.00| 125.00000 375.00| 300.00000 900.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1240 51962 6.000 EA | 200.00000 1200.00| 255.00000 1530.00| 333.00000 1998.00 NS RELOCATE RELOCATE SIGN STR. | | | 1250 51963 1.000 EA | 500.00000 500.00| 155.00000 155.00| 300.00000 300.00 NS REMOVE REMOVE DISPOSE S STR TY MA-A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -8 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 54032 4250.000 LF | 0.75000 3187.50| 0.75000 3187.50| 0.79000 3357.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1270 54042 126.000 LF | 8.40000 1058.40| 9.00000 1134.00| 8.88000 1118.88 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1280 54404 1.000 EA | 787.50000 787.50| 800.00000 800.00| 832.50000 832.50 PAVE. MESSAGE MARK. R/R CROSSING | | | 1290 61654 2.000 EA | 29541.78000 59083.56| 25000.00000 50000.00| 27492.17000 54984.34 PRESTR. CONC. BOX BEAM 3' X 2'9" X | | | (+70'-75') | | | 1300 61685 9.000 EA | 31497.65000 283478.85| 25000.00000 225000.00| 24700.00000 222300.00 PRESTR. CONC. BOX BEAM 4' X 2'9" X | | | (+70'-75') | | | 1310 62043 152.000 LF | 317.42000 48247.84| 330.00000 50160.00| 416.00000 63232.00 RAILING, BR27C 3 RAILS | | | 1320 62044 76.000 LF | 354.96000 26976.96| 430.00000 32680.00| 416.00000 31616.00 RAILING, BR27C 4 RAILS | | | 1330 64005 1778.000 TON | 16.55000 29425.90| 22.00000 39116.00| 47.00000 83566.00 SELECT MATL. TY. I MIN. CBR-30 | | | 1340 64011 900.000 CY | 36.50000 32850.00| 36.25000 32625.00| 50.00000 45000.00 STRUCTURE EXCAVATION | | | 1350 64030 69.000 CY | 49.63000 3424.47| 62.50000 4312.50| 60.00000 4140.00 POROUS BACKFILL | | | 1360 64036 82.000 LF | 19.12000 1567.84| 12.00000 984.00| 20.00000 1640.00 PIPE UNDERDRAIN 6" | | | 1370 65013 355.700 CY | 470.05000 167196.79| 485.00000 172514.50| 488.00000 173581.60 CONCRETE CLASS A3 | | | 1380 65200 17481.000 LB | 1.00000 17481.00| 1.05000 18355.05| 1.25000 21851.25 REINF. STEEL | | | 1390 65201 6955.000 LB | 2.26000 15718.30| 2.25000 15648.75| 2.85000 19821.75 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 1400 66239 422.000 TON | 79.91000 33722.02| 60.00000 25320.00| 79.00000 33338.00 DRY RIPRAP CL.II 38" | | | 1410 67900 LUMP| 10224.78000 10224.78| 17500.00000 17500.00| 25000.00000 25000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6161 | | | 1420 67904 LUMP| 12526.50000 12526.50| 15750.00000 15750.00| 26640.00000 26640.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS ARCHITECTURAL TREATMENT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -9 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C224 |( 3 ) F034 |GENERAL EXCAVATION, INC. |CHEMUNG CONTRACTING CORPORA |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1430 67904 LUMP| 6722.01000 6722.01| 13000.00000 13000.00| 8880.00000 8880.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONCRETE COLOR SURFACE | | | COATING | | | SECTION TOTALS | $ 2,313,177.80| $ 2,710,687.60| $ 2,818,842.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,313,177.80| $ 2,710,687.60| $ 2,818,842.45 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -10 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. 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| 171200.00000 171200.00| 165000.00000 165000.00| 175000.00000 175000.00 MOBILIZATION | | | 0020 00101 LUMP| 50015.00000 50015.00| 36000.00000 36000.00| 23500.00000 23500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 60000.00000 60000.00| 30000.00000 30000.00| 23500.00000 23500.00 CLEARING AND GRUBBING | | | 0040 00120 5241.000 CY | 22.00000 115302.00| 25.00000 131025.00| 23.00000 120543.00 REGULAR EXCAVATION | | | 0050 00140 19779.000 CY | 23.00000 454917.00| 24.00000 474696.00| 19.00000 375801.00 BORROW EXCAVATION | | | 0060 00155 4473.000 SY | 2.00000 8946.00| 2.20000 9840.60| 1.85000 8275.05 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00211 134.000 CY | 9.00000 1206.00| 46.00000 6164.00| 45.00000 6030.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0080 00306 3453.000 TON | 17.00000 58701.00| 24.50000 84598.50| 19.00000 65607.00 NS SELECT MATERIAL SELECT MATERIAL TY. | | | II | | | 0090 00355 3845.000 SY | 2.00000 7690.00| 1.90000 7305.50| 1.85000 7113.25 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00525 13.000 CY | 648.00000 8424.00| 620.00000 8060.00| 1650.00000 21450.00 CONCRETE CLASS A3 MISC. | | | 0110 00529 27.000 CY | 229.00000 6183.00| 255.00000 6885.00| 225.00000 6075.00 FLOWABLE BACKFILL | | | 0120 00588 4204.000 LF | 7.00000 29428.00| 6.50000 27326.00| 8.95000 37625.80 UNDERDRAIN UD-4 | | | 0130 00590 32.000 LF | 11.00000 352.00| 11.50000 368.00| 18.00000 576.00 COMB. UNDERDRAIN CD-1 | | | 0140 00591 108.000 LF | 11.00000 1188.00| 12.00000 1296.00| 25.00000 2700.00 COMB. UNDERDRAIN CD-2 | | | 0150 00595 49.000 LF | 11.00000 539.00| 11.00000 539.00| 18.00000 882.00 OUTLET PIPE | | | 0160 00596 5.000 EA | 749.00000 3745.00| 875.00000 4375.00| 750.00000 3750.00 ENDWALL EW-12 | | | 0170 00700 1862.000 LF | 2.50000 4655.00| 9.00000 16758.00| 4.50000 8379.00 POST INSTALLATION INSPECTION | | | 0180 01150 48.000 LF | 51.00000 2448.00| 45.00000 2160.00| 68.00000 3264.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -11 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 01152 52.000 LF | 57.00000 2964.00| 45.00000 2340.00| 68.00000 3536.00 15" CONC. PIPE | | | 0200 01156 1569.000 LF | 57.00000 89433.00| 56.00000 87864.00| 48.00000 75312.00 STORM SEWER PIPE 15" | | | 0210 01180 71.000 LF | 57.00000 4047.00| 52.00000 3692.00| 68.00000 4828.00 18" PIPE | | | 0220 01186 26.000 LF | 63.00000 1638.00| 63.00000 1638.00| 98.00000 2548.00 STORM SEWER PIPE 18" | | | 0230 01240 76.000 LF | 63.00000 4788.00| 61.00000 4636.00| 98.00000 7448.00 24" PIPE | | | 0240 04180 25.000 LF | 97.00000 2425.00| 66.00000 1650.00| 120.00000 3000.00 28" X 20" ARCH PIPE | | | 0250 04290 170.000 LF | 131.00000 22270.00| 80.00000 13600.00| 120.00000 20400.00 42" X 29" ARCH PIPE | | | 0260 06150 2.000 EA | 752.00000 1504.00| 725.00000 1450.00| 500.00000 1000.00 15" END SECTION ES-1 OR 2 | | | 0270 06180 1.000 EA | 859.00000 859.00| 815.00000 815.00| 550.00000 550.00 18" END SECTION ES-1 OR 2 | | | 0280 06518 2.000 EA | 2061.00000 4122.00| 425.00000 850.00| 650.00000 1300.00 28" X 20" END SECTION ES-3 | | | 0290 06740 1.000 EA | 2546.00000 2546.00| 1650.00000 1650.00| 3800.00000 3800.00 DROP INLET DI-1 | | | 0300 06745 1.000 EA | 3668.00000 3668.00| 2875.00000 2875.00| 4600.00000 4600.00 DROP INLET DI-2A | | | 0310 06748 2.000 EA | 4486.00000 8972.00| 3650.00000 7300.00| 5300.00000 10600.00 DROP INLET DI-2B,L=6' | | | 0320 06765 1.000 EA | 4390.00000 4390.00| 3560.00000 3560.00| 5200.00000 5200.00 DROP INLET DI-2C,L=6' | | | 0330 06815 3.000 EA | 2929.00000 8787.00| 2575.00000 7725.00| 3800.00000 11400.00 DROP INLET DI-3A | | | 0340 06817 7.000 EA | 3134.00000 21938.00| 2460.00000 17220.00| 4200.00000 29400.00 DROP INLET DI-3B,L=4' | | | 0350 06818 3.000 EA | 3631.00000 10893.00| 2765.00000 8295.00| 4200.00000 12600.00 DROP INLET DI-3B,L=6' | | | 0360 06819 2.000 EA | 3787.00000 7574.00| 2760.00000 5520.00| 4600.00000 9200.00 DROP INLET DI-3B,L=8' | | | 0370 06835 3.000 EA | 3450.00000 10350.00| 2640.00000 7920.00| 4400.00000 13200.00 DROP INLET DI-3C,L=6' | | | 0380 07508 1.000 EA | 2945.00000 2945.00| 4050.00000 4050.00| 4200.00000 4200.00 DROP INLET DI-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -12 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 07510 1.000 EA | 2359.00000 2359.00| 3585.00000 3585.00| 3400.00000 3400.00 DROP INLET DI-7A | | | 0400 09056 7.000 LF | 529.00000 3703.00| 475.00000 3325.00| 860.00000 6020.00 MANHOLE MH-1 OR 2 | | | 0410 09057 2.000 EA | 458.00000 916.00| 445.00000 890.00| 475.00000 950.00 FRAME & COVER MH-1 | | | 0420 09150 30.000 TON | 74.00000 2220.00| 49.00000 1470.00| 98.00000 2940.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0430 10041 33.000 TON | 79.00000 2607.00| 125.00000 4125.00| 85.00000 2805.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0440 10128 4825.000 TON | 19.00000 91675.00| 26.50000 127862.50| 23.00000 110975.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0450 10416 1771.000 GAL | 7.00000 12397.00| 8.00000 14168.00| 7.00000 12397.00 LIQUID ASPHALT | | | 0460 10607 890.000 TON | 90.80000 80812.00| 96.00000 85440.00| 93.00000 82770.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0470 10635 47.000 TON | 117.00000 5499.00| 190.00000 8930.00| 120.00000 5640.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0480 10642 1949.000 TON | 86.00000 167614.00| 83.00000 161767.00| 89.00000 173461.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0490 11070 189.000 LF | 3.00000 567.00| 10.00000 1890.00| 3.00000 567.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (6") AND CONCRETE ITEMS | | | 0500 12020 137.000 LF | 16.00000 2192.00| 18.00000 2466.00| 18.00000 2466.00 STD. CURB CG-2 | | | 0510 12022 39.000 LF | 16.00000 624.00| 19.00000 741.00| 20.00000 780.00 RADIAL CURB CG-2 | | | 0520 12600 2449.000 LF | 16.00000 39184.00| 21.00000 51429.00| 16.00000 39184.00 STD. COMB. CURB & GUTTER CG-6 | | | 0530 12610 774.000 LF | 16.00000 12384.00| 23.00000 17802.00| 16.00000 12384.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0540 12700 971.000 LF | 16.00000 15536.00| 24.00000 23304.00| 16.00000 15536.00 STD. COMB. CURB & GUTTER CG-7 | | | 0550 12940 114.000 SY | 25.00000 2850.00| 83.00000 9462.00| 80.00000 9120.00 ENTRANCE GUTTER CG-9D | | | 0560 13108 17.000 SY | 340.00000 5780.00| 300.00000 5100.00| 250.00000 4250.00 CG-12 DETECTABLE WARNING SURFACE | | | 0570 13215 5.000 EA | 180.00000 900.00| 175.00000 875.00| 300.00000 1500.00 MAILBOX POST, SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -13 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 13220 183.000 SY | 33.00000 6039.00| 46.00000 8418.00| 40.00000 7320.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0590 13312 2.000 EA | 2213.00000 4426.00| 2320.00000 4640.00| 2500.00000 5000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0600 13320 435.000 LF | 18.00000 7830.00| 22.00000 9570.00| 20.00000 8700.00 GUARDRAIL GR-2 | | | 0610 13345 2.000 EA | 2667.00000 5334.00| 2820.00000 5640.00| 2800.00000 5600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0620 13383 4.000 EA | 2043.00000 8172.00| 1650.00000 6600.00| 2300.00000 9200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0630 13520 10.000 CY | 674.00000 6740.00| 498.00000 4980.00| 1200.00000 12000.00 RETAINING WALL RW-2 | | | 0640 13561 2.000 CY | 190.00000 380.00| 105.00000 210.00| 200.00000 400.00 POROUS BACKFILL | | | 0650 13565 27.000 CY | 64.00000 1728.00| 25.00000 675.00| 65.00000 1755.00 RETAINING WALL EXCAVATION | | | 0660 14260 162.000 TON | 30.00000 4860.00| 24.00000 3888.00| 30.00000 4860.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0670 22501 1087.000 LF | 4.00000 4348.00| 4.80000 5217.60| 5.00000 5435.00 FENCE FE-W1 | | | 0680 22541 3.000 EA | 148.00000 444.00| 162.00000 486.00| 140.00000 420.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0690 22581 9.000 EA | 148.00000 1332.00| 162.00000 1458.00| 140.00000 1260.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0700 22681 1213.000 LF | 3.00000 3639.00| 3.00000 3639.00| 4.00000 4852.00 FENCE FE-B | | | 0710 22721 6.000 EA | 148.00000 888.00| 162.00000 972.00| 82.00000 492.00 LINE BRACE UNIT FE-B | | | 0720 22741 7.000 EA | 148.00000 1036.00| 162.00000 1134.00| 82.00000 574.00 CORNER BRACE UNIT FE-B | | | 0730 23043 81.000 LF | 173.00000 14013.00| 189.00000 15309.00| 187.00000 15147.00 WATER GATE FE-4 TY.III | | | 0740 23560 518.000 LF | 3.00000 1554.00| 3.50000 1813.00| 4.00000 2072.00 TEMP. SAFETY FENCE 4' | | | 0750 23600 548.000 LF | 2.50000 1370.00| 4.00000 2192.00| 7.00000 3836.00 NS FENCE FENCE TEMP. | | | 0760 24100 55.000 HR | 79.00000 4345.00| 25.00000 1375.00| 72.00000 3960.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -14 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 24152 13.000 EA | 372.00000 4836.00| 220.00000 2860.00| 280.00000 3640.00 TYPE III BARRICADE 8' | | | 0780 24160 386.000 SF | 29.00000 11194.00| 15.00000 5790.00| 18.00000 6948.00 CONSTRUCTION SIGNS | | | 0790 24278 8496.000 DAY | 1.00000 8496.00| 0.40000 3398.40| 0.75000 6372.00 GROUP 2 CHANNELIZING DEVICES | | | 0800 24282 880.000 HR | 22.50000 19800.00| 18.00000 15840.00| 20.00000 17600.00 FLAGGER SERVICE | | | 0810 24290 40.000 LF | 35.00000 1400.00| 35.00000 1400.00| 80.00000 3200.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0820 24400 9.700 UNIT| 773.00000 7498.10| 250.00000 2425.00| 800.00000 7760.00 OBSCURING ROADWAY | | | 0830 24430 5922.000 SY | 6.00000 35532.00| 5.00000 29610.00| 6.00000 35532.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0840 25004 104.000 LF | 155.00000 16120.00| 256.00000 26624.00| 112.00000 11648.00 HANDRAIL HR-1 TYPE III | | | 0850 25507 9.000 MO | 2678.00000 24102.00| 3200.00000 28800.00| 3600.00000 32400.00 FIELD OFFICE TY.III | | | 0860 25561 2.000 DAY | 1676.00000 3352.00| 750.00000 1500.00| 1500.00000 3000.00 FORMAL PARTNERING | | | 0870 26117 28.000 TON | 56.00000 1568.00| 49.00000 1372.00| 85.00000 2380.00 DRY RIPRAP CL. AI | | | 0880 26127 24.000 TON | 64.00000 1536.00| 50.00000 1200.00| 92.00000 2208.00 DRY RIPRAP CL.I 26" | | | 0890 27102 634.000 LB | 11.00000 6974.00| 5.50000 3487.00| 10.00000 6340.00 REGULAR SEED | | | 0900 27103 396.000 LB | 5.00000 1980.00| 4.75000 1881.00| 9.00000 3564.00 OVERSEEDING | | | 0910 27215 1.000 TON | 1646.00000 1646.00| 2350.00000 2350.00| 1100.00000 1100.00 FERTILIZER(15-30-15) | | | 0920 27250 13.000 TON | 198.00000 2574.00| 475.00000 6175.00| 370.00000 4810.00 LIME | | | 0930 27284 5915.000 SY | 1.00000 5915.00| 1.00000 5915.00| 0.40000 2366.00 EROSION CONTROL MULCH | | | 0940 27321 509.000 SY | 3.00000 1527.00| 2.00000 1018.00| 4.00000 2036.00 PROTECTIVE COVERING EC-2 | | | 0950 27325 52.000 SY | 7.00000 364.00| 7.00000 364.00| 8.00000 416.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0960 27336 118.000 SY | 5.00000 590.00| 8.50000 1003.00| 4.00000 472.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -15 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 27340 59.000 CY | 59.00000 3481.00| 42.00000 2478.00| 28.00000 1652.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0980 27410 2.000 EA | 254.00000 508.00| 1015.00000 2030.00| 225.00000 450.00 CHECK DAM, ROCK TY. I | | | 0990 27415 38.000 EA | 248.00000 9424.00| 377.00000 14326.00| 150.00000 5700.00 CHECK DAM(ROCK) TY. II | | | 1000 27422 3.000 EA | 1739.00000 5217.00| 650.00000 1950.00| 650.00000 1950.00 DEWATERING BASIN | | | 1010 27430 2506.000 CY | 18.00000 45108.00| 20.00000 50120.00| 15.00000 37590.00 SILTATION CONTROL EXCAVATION | | | 1020 27451 3.000 EA | 184.00000 552.00| 550.00000 1650.00| 225.00000 675.00 INLET PROTECTION TYPE A | | | 1030 27461 22.000 EA | 184.00000 4048.00| 480.00000 10560.00| 150.00000 3300.00 INLET PROTECTION TYPE B | | | 1040 27505 1007.000 LF | 2.00000 2014.00| 1.50000 1510.50| 3.00000 3021.00 TEMP. SILT FENCE | | | 1050 27506 7024.000 LF | 2.00000 14048.00| 1.35000 9482.40| 3.00000 21072.00 TEMP. FILTER BARRIER | | | 1060 27545 410.000 CY | 10.00000 4100.00| 35.00000 14350.00| 22.00000 9020.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1070 27550 5.300 LF | 1295.00000 6863.50| 1515.00000 8029.50| 1800.00000 9540.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1080 27552 1059.000 TON | 22.00000 23298.00| 26.00000 27534.00| 25.00000 26475.00 NS NO. 57 STONE NO. 57 STONE AGGREGATE | | | 1090 27574 12.600 LF | 203.00000 2557.80| 767.00000 9664.20| 1350.00000 17010.00 TEMP. SEDIMENT RISER PIPE 48" | | | 1100 27580 2233.000 CY | 7.00000 15631.00| 24.50000 54708.50| 23.00000 51359.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 1110 40002 23.000 LF | 91.00000 2093.00| 40.00000 920.00| 85.00000 1955.00 3/4" WATER SERVICE LINE | | | 1120 41967 1.000 EA | 908.00000 908.00| 450.00000 450.00| 1500.00000 1500.00 5/8" WATER METER BOX & YOKE | | | 1140 42758 2.000 EA | 908.00000 1816.00| 600.00000 1200.00| 500.00000 1000.00 MANHOLE FRAME & COVER WF & C-1 | | | 1150 42765 2.000 EA | 908.00000 1816.00| 220.00000 440.00| 950.00000 1900.00 ADJUST EXIST FRAME & COVER | | | 1160 42771 17.000 LF | 341.00000 5797.00| 265.00000 4505.00| 695.00000 11815.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -16 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 50108 26.380 SF | 21.00000 553.98| 22.00000 580.36| 42.00000 1107.96 SIGN PANEL | | | 1190 50430 24.000 LF | 8.50000 204.00| 45.00000 1080.00| 42.00000 1008.00 SIGN POST STP-1 2" | | | 1200 50432 12.000 LF | 18.00000 216.00| 47.00000 564.00| 92.00000 1104.00 SIGN POST STP-1 2 3/16" | | | 1210 50434 24.000 LF | 38.00000 912.00| 49.00000 1176.00| 92.00000 2208.00 SIGN POST STP-1 2 1/2" | | | 1220 50617 1.000 EA | 294.00000 294.00| 165.00000 165.00| 195.00000 195.00 RELOC. EXIST. SIGN STRUCT. TY. WP-1 | | | 1230 50867 3.000 EA | 92.00000 276.00| 110.00000 330.00| 145.00000 435.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1240 51962 6.000 EA | 260.00000 1560.00| 125.00000 750.00| 180.00000 1080.00 NS RELOCATE RELOCATE SIGN STR. | | | 1250 51963 1.000 EA | 185.00000 185.00| 175.00000 175.00| 145.00000 145.00 NS REMOVE REMOVE DISPOSE S STR TY MA-A | | | 1260 54032 4250.000 LF | 1.00000 4250.00| 0.80000 3400.00| 0.85000 3612.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1270 54042 126.000 LF | 9.00000 1134.00| 1.90000 239.40| 9.00000 1134.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1280 54404 1.000 EA | 851.00000 851.00| 800.00000 800.00| 880.00000 880.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 1290 61654 2.000 EA | 28638.00000 57276.00| 26700.00000 53400.00| 31000.00000 62000.00 PRESTR. CONC. BOX BEAM 3' X 2'9" X | | | (+70'-75') | | | 1300 61685 9.000 EA | 29244.00000 263196.00| 30215.00000 271935.00| 31000.00000 279000.00 PRESTR. CONC. BOX BEAM 4' X 2'9" X | | | (+70'-75') | | | 1310 62043 152.000 LF | 357.00000 54264.00| 286.00000 43472.00| 475.00000 72200.00 RAILING, BR27C 3 RAILS | | | 1320 62044 76.000 LF | 432.00000 32832.00| 394.00000 29944.00| 585.00000 44460.00 RAILING, BR27C 4 RAILS | | | 1330 64005 1778.000 TON | 19.50000 34671.00| 24.50000 43561.00| 26.00000 46228.00 SELECT MATL. TY. I MIN. CBR-30 | | | 1340 64011 900.000 CY | 16.00000 14400.00| 42.00000 37800.00| 32.00000 28800.00 STRUCTURE EXCAVATION | | | 1350 64030 69.000 CY | 53.00000 3657.00| 61.00000 4209.00| 46.00000 3174.00 POROUS BACKFILL | | | 1360 64036 82.000 LF | 11.00000 902.00| 4.50000 369.00| 25.00000 2050.00 PIPE UNDERDRAIN 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B60 -17 TABULATION OF BIDS CALL ORDER : B60 CONTRACT ID : C00058123C501 COUNTIES : FAUQUIER LETTING DATE : 12/19/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) F031 |( 5 ) M640 |( 6 ) A648 |FLIPPO CONSTRUCTION COMPANY |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 65013 355.700 CY | 397.00000 141212.90| 423.00000 150461.10| 500.00000 177850.00 CONCRETE CLASS A3 | | | 1380 65200 17481.000 LB | 1.05000 18355.05| 1.55000 27095.55| 2.00000 34962.00 REINF. STEEL | | | 1390 65201 6955.000 LB | 2.02000 14049.10| 2.05000 14257.75| 2.50000 17387.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 1400 66239 422.000 TON | 64.00000 27008.00| 66.00000 27852.00| 86.00000 36292.00 DRY RIPRAP CL.II 38" | | | 1410 67900 LUMP| 86502.00000 86502.00| 21500.00000 21500.00| 68000.00000 68000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6161 | | | 1420 67904 LUMP| 19915.00000 19915.00| 19400.00000 19400.00| 48000.00000 48000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS ARCHITECTURAL TREATMENT | | | 1430 67904 LUMP| 11795.00000 11795.00| 8000.00000 8000.00| 9500.00000 9500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONCRETE COLOR SURFACE | | | COATING | | | SECTION TOTALS | $ 2,826,104.43| $ 2,921,331.36| $ 2,997,810.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,826,104.43| $ 2,921,331.36| $ 2,997,810.06 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -1 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (NFO) 0600-016-226, B634 FED # BR-016-6(038) (NFO) 0600-016-226, C501 FED # BR-016-6(038) CONTRACT DESCRIPTION: ROUTE 600 BRIDGE REPLACEMENT BRIDGE AND APPROACHES OVER BOOT SWAMP SET-ASIDE : ANDY KEETON VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 1,285,834.35 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 1,363,355.50 106.0289% 3 K003 J. L. KENT & SONS, INC. $ 1,525,931.65 118.6725% 4 N165 GEORGE NICE & SONS, INC. $ 1,594,137.70 123.9769% ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |J. L. KENT & SONS, 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| 93000.00000 93000.00| 97000.00000 97000.00| 146750.00000 146750.00 MOBILIZATION | | | 0020 00101 LUMP| 12000.00000 12000.00| 14000.00000 14000.00| 9300.00000 9300.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 50000.00000 50000.00| 30000.00000 30000.00| 18494.00000 18494.00 CLEARING AND GRUBBING | | | 0040 00120 1174.000 CY | 10.10000 11857.40| 30.00000 35220.00| 18.50000 21719.00 REGULAR EXCAVATION | | | 0050 00140 6399.000 CY | 12.00000 76788.00| 18.00000 115182.00| 15.20000 97264.80 BORROW EXCAVATION | | | 0060 00155 1981.000 SY | 3.20000 6339.20| 3.50000 6933.50| 2.80000 5546.80 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00502 849.000 TON | 21.00000 17829.00| 1.60000 1358.40| 19.15000 16258.35 BEDDING MATL. FINE AGGR. OR AGGR. NO. 1 | | | 0080 10128 2523.000 TON | 27.00000 68121.00| 23.50000 59290.50| 24.50000 61813.50 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -2 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10416 85.000 GAL | 7.00000 595.00| 4.40000 374.00| 1.00000 85.00 LIQUID ASPHALT | | | 0100 10607 251.000 TON | 110.00000 27610.00| 115.00000 28865.00| 110.00000 27610.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0110 10610 308.000 TON | 95.00000 29260.00| 95.50000 29414.00| 97.90000 30153.20 ASPHALT CONCRETE TY. IM-19.0A | | | 0120 10625 140.000 SY | 17.00000 2380.00| 23.00000 3220.00| 19.80000 2772.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0130 10642 462.000 TON | 93.00000 42966.00| 94.00000 43428.00| 93.50000 43197.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 13320 1413.000 LF | 19.00000 26847.00| 16.50000 23314.50| 16.50000 23314.50 GUARDRAIL GR-2 | | | 0150 13345 4.000 EA | 2590.00000 10360.00| 2450.00000 9800.00| 3375.00000 13500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13383 4.000 EA | 2800.00000 11200.00| 1950.00000 7800.00| 1980.00000 7920.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0170 24100 100.000 HR | 35.00000 3500.00| 27.50000 2750.00| 26.50000 2650.00 ALLAYING DUST | | | 0180 24160 176.000 SF | 35.00000 6160.00| 30.50000 5368.00| 20.00000 3520.00 CONSTRUCTION SIGNS | | | 0190 24260 53.000 TON | 31.00000 1643.00| 25.00000 1325.00| 28.00000 1484.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0200 24278 6390.000 DAY | 0.75000 4792.50| 0.60000 3834.00| 0.30000 1917.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24282 600.000 HR | 27.00000 16200.00| 21.50000 12900.00| 17.00000 10200.00 FLAGGER SERVICE | | | 0220 24400 33.000 UNIT| 119.00000 3927.00| 965.00000 31845.00| 100.00000 3300.00 OBSCURING ROADWAY | | | 0230 24430 1542.000 SY | 3.75000 5782.50| 8.00000 12336.00| 6.50000 10023.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0240 25505 13.000 MO | 2030.00000 26390.00| 1400.00000 18200.00| 1020.00000 13260.00 FIELD OFFICE TY.I | | | 0250 25574 2.000 DAY | 900.00000 1800.00| 1400.00000 2800.00| 5500.00000 11000.00 NS CONTRACT CONTRACT NBIS ACCESS, UNDER | | | BRIDGE (B634) | | | 0260 26119 76.000 TON | 52.00000 3952.00| 96.00000 7296.00| 58.00000 4408.00 DRY RIPRAP CL.I 18" | | | 0270 26239 150.000 TON | 60.00000 9000.00| 72.00000 10800.00| 60.00000 9000.00 DRY RIPRAP CL.II 38" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -3 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27102 225.000 LB | 21.00000 4725.00| 19.50000 4387.50| 11.00000 2475.00 REGULAR SEED | | | 0290 27103 140.000 LB | 15.00000 2100.00| 9.80000 1372.00| 5.00000 700.00 OVERSEEDING | | | 0300 27215 1.000 TON | 620.00000 620.00| 3300.00000 3300.00| 1650.00000 1650.00 FERTILIZER(15-30-15) | | | 0310 27250 4.000 TON | 890.00000 3560.00| 330.00000 1320.00| 220.00000 880.00 LIME | | | 0320 27284 575.000 SY | 2.40000 1380.00| 1.10000 632.50| 0.34000 195.50 EROSION CONTROL MULCH | | | 0330 27321 801.000 SY | 3.70000 2963.70| 3.30000 2643.30| 2.95000 2362.95 PROTECTIVE COVERING EC-2 | | | 0340 27410 1.000 EA | 680.00000 680.00| 760.00000 760.00| 400.00000 400.00 CHECK DAM, ROCK TY. I | | | 0350 27415 13.000 EA | 120.00000 1560.00| 300.00000 3900.00| 131.00000 1703.00 CHECK DAM(ROCK) TY. II | | | 0360 27422 2.000 EA | 650.00000 1300.00| 4650.00000 9300.00| 500.00000 1000.00 DEWATERING BASIN | | | 0370 27430 515.000 CY | 8.90000 4583.50| 13.00000 6695.00| 7.35000 3785.25 SILTATION CONTROL EXCAVATION | | | 0380 27505 1002.000 LF | 3.15000 3156.30| 4.30000 4308.60| 2.10000 2104.20 TEMP. SILT FENCE | | | 0390 27506 1929.000 LF | 3.15000 6076.35| 4.30000 8294.70| 1.90000 3665.10 TEMP. FILTER BARRIER | | | 0400 50108 29.000 SF | 51.00000 1479.00| 35.00000 1015.00| 72.00000 2088.00 SIGN PANEL | | | 0410 50430 72.000 LF | 45.00000 3240.00| 28.50000 2052.00| 15.00000 1080.00 SIGN POST STP-1 2" | | | 0420 50490 6.000 EA | 520.00000 3120.00| 110.00000 660.00| 360.00000 2160.00 CONCRETE FOUNDATION STP-1 | | | 0430 50600 2.000 EA | 48.00000 96.00| 165.00000 330.00| 100.00000 200.00 REMOVE TY.I SIGNS | | | 0440 50610 2.000 EA | 440.00000 880.00| 275.00000 550.00| 435.00000 870.00 RELOC. EXIST. SIGN STRUCT. TY. I | | | 0450 54032 4600.000 LF | 1.19000 5474.00| 0.25000 1150.00| 0.45000 2070.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0460 54079 200.000 LF | 5.20000 1040.00| 6.60000 1320.00| 6.60000 1320.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -4 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 60404 41.300 CY | 1505.00000 62156.50| 720.00000 29736.00| 1375.00000 56787.50 CONCRETE CLASS A4 | | | 0480 60490 176.000 SY | 16.00000 2816.00| 19.50000 3432.00| 24.60000 4329.60 BRIDGE DECK GROOVING | | | 0490 61195 9.000 EA | 14200.00000 127800.00| 12000.00000 108000.00| 21600.00000 194400.00 PRESTR. CONC. SLAB 4' X 21" X(+45' - | | | 50') | | | 0500 61701 4770.000 LB | 1.70000 8109.00| 1.80000 8586.00| 2.24000 10684.80 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0510 62033 100.000 LF | 222.00000 22200.00| 320.00000 32000.00| 313.00000 31300.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0520 62201 17.000 SY | 85.00000 1445.00| 55.00000 935.00| 303.00000 5151.00 WATERPROOFING | | | 0530 64005 1160.000 TON | 28.00000 32480.00| 24.00000 27840.00| 18.22000 21135.20 SELECT MATL. TY. I MIN. CBR-30 | | | 0540 64011 380.000 CY | 36.00000 13680.00| 270.00000 102600.00| 9.05000 3439.00 STRUCTURE EXCAVATION | | | 0550 64101 2.000 EA | 4200.00000 8400.00| 2300.00000 4600.00| 7276.00000 14552.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0560 64414 2214.000 LF | 44.00000 97416.00| 47.50000 105165.00| 62.70000 138817.80 PRESTR. CONCRETE PILES 14" | | | 0570 64818 64.000 LF | 130.00000 8320.00| 93.50000 5984.00| 704.00000 45056.00 DRIVING TEST FOR 14" PRESTR. CONC. PILE | | | 0580 65013 139.400 CY | 890.00000 124066.00| 820.00000 114308.00| 962.00000 134102.80 CONCRETE CLASS A3 | | | 0590 65200 7420.000 LB | 0.92000 6826.40| 0.95000 7049.00| 1.04000 7716.80 REINF. STEEL | | | 0600 65201 5800.000 LB | 1.85000 10730.00| 1.80000 10440.00| 2.23000 12934.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0610 65823 44.000 LF | 240.00000 10560.00| 320.00000 14080.00| 313.00000 13772.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0620 66120 4.000 EA | 18000.00000 72000.00| 11500.00000 46000.00| 26400.00000 105600.00 COFFERDAM | | | 0630 66239 238.000 TON | 60.00000 14280.00| 72.00000 17136.00| 60.00000 14280.00 DRY RIPRAP CL.II 38" | | | 0640 66926 104.000 SY | 29.00000 3016.00| 17.50000 1820.00| 176.00000 18304.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE GEOCOMPOSITE WALL | | | DRAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -5 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 66927 LUMP| 3200.00000 3200.00| 20000.00000 20000.00| 15400.00000 15400.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY SHORING | | | 0660 67900 LUMP| 38000.00000 38000.00| 35000.00000 35000.00| 51000.00000 51000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. DEMOLITION OF EXIST. BRIDGE | | | #6904 | | | SECTION TOTALS | $ 1,285,834.35| $ 1,363,355.50| $ 1,525,931.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,285,834.35| $ 1,363,355.50| $ 1,525,931.65 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -6 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) N165 |( ) |( ) |GEORGE NICE & SONS, 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| 98000.00000 98000.00| | MOBILIZATION | | | 0020 00101 LUMP| 6000.00000 6000.00| | CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 75000.00000 75000.00| | CLEARING AND GRUBBING | | | 0040 00120 1174.000 CY | 14.00000 16436.00| | REGULAR EXCAVATION | | | 0050 00140 6399.000 CY | 14.00000 89586.00| | BORROW EXCAVATION | | | 0060 00155 1981.000 SY | 2.00000 3962.00| | GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00502 849.000 TON | 11.70000 9933.30| | BEDDING MATL. FINE AGGR. OR AGGR. NO. 1 | | | 0080 10128 2523.000 TON | 22.00000 55506.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0090 10416 85.000 GAL | 9.50000 807.50| | LIQUID ASPHALT | | | 0100 10607 251.000 TON | 117.00000 29367.00| | ASPHALT CONCRETE TY. SM-12.5A | | | 0110 10610 308.000 TON | 104.20000 32093.60| | ASPHALT CONCRETE TY. IM-19.0A | | | 0120 10625 140.000 SY | 22.00000 3080.00| | FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0130 10642 462.000 TON | 100.00000 46200.00| | ASPHALT CONCRETE TY. BM-25.0A | | | 0140 13320 1413.000 LF | 16.80000 23738.40| | GUARDRAIL GR-2 | | | 0150 13345 4.000 EA | 2520.00000 10080.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13383 4.000 EA | 2016.00000 8064.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0170 24100 100.000 HR | 10.00000 1000.00| | ALLAYING DUST | | | 0180 24160 176.000 SF | 13.00000 2288.00| | CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -7 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) N165 |( ) |( ) |GEORGE NICE & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24260 53.000 TON | 22.50000 1192.50| | CR. RUN AGGR. NO. 25 OR 26 | | | 0200 24278 6390.000 DAY | 0.50000 3195.00| | GROUP 2 CHANNELIZING DEVICES | | | 0210 24282 600.000 HR | 10.00000 6000.00| | FLAGGER SERVICE | | | 0220 24400 33.000 UNIT| 75.00000 2475.00| | OBSCURING ROADWAY | | | 0230 24430 1542.000 SY | 8.00000 12336.00| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0240 25505 13.000 MO | 900.00000 11700.00| | FIELD OFFICE TY.I | | | 0250 25574 2.000 DAY | 2265.00000 4530.00| | NS CONTRACT CONTRACT NBIS ACCESS, UNDER | | | BRIDGE (B634) | | | 0260 26119 76.000 TON | 73.00000 5548.00| | DRY RIPRAP CL.I 18" | | | 0270 26239 150.000 TON | 77.00000 11550.00| | DRY RIPRAP CL.II 38" | | | 0280 27102 225.000 LB | 17.00000 3825.00| | REGULAR SEED | | | 0290 27103 140.000 LB | 4.00000 560.00| | OVERSEEDING | | | 0300 27215 1.000 TON | 1065.00000 1065.00| | FERTILIZER(15-30-15) | | | 0310 27250 4.000 TON | 550.00000 2200.00| | LIME | | | 0320 27284 575.000 SY | 0.35000 201.25| | EROSION CONTROL MULCH | | | 0330 27321 801.000 SY | 2.65000 2122.65| | PROTECTIVE COVERING EC-2 | | | 0340 27410 1.000 EA | 430.00000 430.00| | CHECK DAM, ROCK TY. I | | | 0350 27415 13.000 EA | 155.00000 2015.00| | CHECK DAM(ROCK) TY. II | | | 0360 27422 2.000 EA | 525.00000 1050.00| | DEWATERING BASIN | | | 0370 27430 515.000 CY | 2.00000 1030.00| | SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -8 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) N165 |( ) |( ) |GEORGE NICE & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 27505 1002.000 LF | 2.00000 2004.00| | TEMP. SILT FENCE | | | 0390 27506 1929.000 LF | 2.00000 3858.00| | TEMP. FILTER BARRIER | | | 0400 50108 29.000 SF | 29.00000 841.00| | SIGN PANEL | | | 0410 50430 72.000 LF | 14.75000 1062.00| | SIGN POST STP-1 2" | | | 0420 50490 6.000 EA | 390.00000 2340.00| | CONCRETE FOUNDATION STP-1 | | | 0430 50600 2.000 EA | 75.00000 150.00| | REMOVE TY.I SIGNS | | | 0440 50610 2.000 EA | 175.00000 350.00| | RELOC. EXIST. SIGN STRUCT. TY. I | | | 0450 54032 4600.000 LF | 0.30000 1380.00| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0460 54079 200.000 LF | 6.70000 1340.00| | TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0470 60404 41.300 CY | 1560.00000 64428.00| | CONCRETE CLASS A4 | | | 0480 60490 176.000 SY | 28.00000 4928.00| | BRIDGE DECK GROOVING | | | 0490 61195 9.000 EA | 24482.00000 220338.00| | PRESTR. CONC. SLAB 4' X 21" X(+45' - | | | 50') | | | 0500 61701 4770.000 LB | 2.50000 11925.00| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0510 62033 100.000 LF | 355.00000 35500.00| | RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0520 62201 17.000 SY | 345.00000 5865.00| | WATERPROOFING | | | 0530 64005 1160.000 TON | 20.00000 23200.00| | SELECT MATL. TY. I MIN. CBR-30 | | | 0540 64011 380.000 CY | 16.50000 6270.00| | STRUCTURE EXCAVATION | | | 0550 64101 2.000 EA | 8200.00000 16400.00| | DYNAMIC PILE TEST (FRICTION PILES) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B61 -9 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00081498C01 COUNTIES : CAROLINE LETTING DATE : 12/19/12 10:00 AM DISTRICT : 06 SET-ASIDE : ANDY KEETON ==================================================================================================================================== |( 4 ) N165 |( ) |( ) |GEORGE NICE & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 64414 2214.000 LF | 74.75000 165496.50| | PRESTR. CONCRETE PILES 14" | | | 0570 64818 64.000 LF | 795.00000 50880.00| | DRIVING TEST FOR 14" PRESTR. CONC. PILE | | | 0580 65013 139.400 CY | 1090.00000 151946.00| | CONCRETE CLASS A3 | | | 0590 65200 7420.000 LB | 1.15000 8533.00| | REINF. STEEL | | | 0600 65201 5800.000 LB | 2.55000 14790.00| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0610 65823 44.000 LF | 355.00000 15620.00| | RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0620 66120 4.000 EA | 29850.00000 119400.00| | COFFERDAM | | | 0630 66239 238.000 TON | 77.00000 18326.00| | DRY RIPRAP CL.II 38" | | | 0640 66926 104.000 SY | 200.00000 20800.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE GEOCOMPOSITE WALL | | | DRAIN | | | 0650 66927 LUMP| 17000.00000 17000.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY SHORING | | | 0660 67900 LUMP| 25000.00000 25000.00| | NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. DEMOLITION OF EXIST. BRIDGE | | | #6904 | | | SECTION TOTALS | $ 1,594,137.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,594,137.70| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B64 -1 TABULATION OF BIDS CALL ORDER : B64 CONTRACT ID : C00098454N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (NFO)0664-131-747, N501 FED # HSIP-5A03(570) CONTRACT DESCRIPTION: INSTALL MEDIAN GUARDRAIL AND SHOULDER RUMBLE STRIPS MILE POST 10.87 MILE POST 19.55 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R976 RMD HOLDINGS, LTD. $ 638,052.40 100.0000% 2 L159 L. S. LEE, INC. $ 658,658.00 103.2295% 3 L022 LONG FENCE COMPANY, INC. $ 765,002.60 119.8965% 4 B1091 BULLINGTON CONSTRUCTION, INC. $ 953,963.00 149.5117% 5 C333 CURTIS CONTRACTING, INC. $ 1,041,001.16 163.1529% ==================================================================================================================================== |( 1 ) R976 |( 2 ) L159 |( 3 ) L022 |RMD HOLDINGS, LTD. |L. S. LEE, INC. |LONG FENCE COMPANY, 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| 80000.00000 80000.00| 16000.00000 16000.00| 28000.00000 28000.00 MOBILIZATION | | | 0020 10700 114120.000 LF | 0.22000 25106.40| 0.20000 22824.00| 0.23000 26247.60 RUMBLE STRIP, ASPHALT | | | 0030 10701 21140.000 SY | 0.90000 19026.00| 1.25000 26425.00| 0.90000 19026.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 13400 27100.000 LF | 14.20000 384820.00| 17.00000 460700.00| 17.09000 463139.00 NS GUARDRAIL GUARDRAIL HTC BARRIER | | | SYSTEM TL-3 | | | 0050 13401 34.000 EA | 2150.00000 73100.00| 3600.00000 122400.00| 2735.00000 92990.00 NS GUARDRAIL GUARDRAIL HTC BARRIER | | | END TERMINAL | | | 0060 24265 LUMP| 56000.00000 56000.00| 10309.00000 10309.00| 135600.00000 135600.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | SECTION TOTALS | $ 638,052.40| $ 658,658.00| $ 765,002.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,052.40| $ 658,658.00| $ 765,002.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B64 -2 TABULATION OF BIDS CALL ORDER : B64 CONTRACT ID : C00098454N01 COUNTIES : HAMPTON RDS LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) B1091 |( 5 ) C333 |( ) |BULLINGTON CONSTRUCTION, IN |CURTIS CONTRACTING, 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| 49000.00000 49000.00| 41867.40000 41867.40| MOBILIZATION | | | 0020 10700 114120.000 LF | 0.25000 28530.00| 0.27000 30812.40| RUMBLE STRIP, ASPHALT | | | 0030 10701 21140.000 SY | 0.95000 20083.00| 1.19000 25156.60| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 13400 27100.000 LF | 18.50000 501350.00| 27.42000 743082.00| NS GUARDRAIL GUARDRAIL HTC BARRIER | | | SYSTEM TL-3 | | | 0050 13401 34.000 EA | 9000.00000 306000.00| 4325.25000 147058.50| NS GUARDRAIL GUARDRAIL HTC BARRIER | | | END TERMINAL | | | 0060 24265 LUMP| 49000.00000 49000.00| 53024.26000 53024.26| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | SECTION TOTALS | $ 953,963.00| $ 1,041,001.16| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 953,963.00| $ 1,041,001.16| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -1 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/29/14 COMPLETION DATE PROJECT(S) : BR02-962-082,D602,D610,D611 FED # NONE CONTRACT DESCRIPTION: CULVERT REPLACEMENTS VARIOUS VARIOUS SET-ASIDE : JOHN TAYLOR VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,159,835.51 100.0000% 2 B728 D. A. BROWN, INC. $ 1,234,372.50 106.4265% 3 D172 DLB, INC. $ 1,254,698.20 108.1790% 4 R691 RAMIREZ CONTRACTING, L.L.C. $ 1,272,834.00 109.7426% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,287,840.10 111.0364% 6 K108 KANAWHA STONE COMPANY, INC. $ 1,579,676.25 136.1983% 7 C1334 CROSSROADS BRIDGE INC $ 1,602,950.46 138.2050% 8 C174 CLECO CORPORATION $ 1,830,055.00 157.7857% ==================================================================================================================================== |( 1 ) A013 |( 2 ) B728 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |D. A. BROWN, INC. |DLB, 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| 90000.00000 90000.00| 92000.00000 92000.00 MOBILIZATION | | | 0020 00101 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| 4500.00000 4500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00124 39.000 CY | 175.00000 6825.00| 250.00000 9750.00| 150.00000 5850.00 ROCK EXCAVATION | | | 0040 00160 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 76000.00000 76000.00 NS GRADING GRADING STR. 09-6001 | | | 0050 00160 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 114000.00000 114000.00 NS GRADING GRADING STR. 33-6083 | | | 0060 00160 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 101000.00000 101000.00 NS GRADING GRADING STR. 33-6479 | | | 0070 00212 4109.000 CY | 21.00000 86289.00| 30.00000 123270.00| 12.70000 52184.30 MINOR STRUCTURE EXCAV. BOX CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -2 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 1 ) A013 |( 2 ) B728 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |D. A. BROWN, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00505 123.000 TON | 28.00000 3444.00| 40.00000 4920.00| 44.00000 5412.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0090 00506 113.000 TON | 32.00000 3616.00| 50.00000 5650.00| 49.00000 5537.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0100 00523 96.000 LF | 1165.00000 111840.00| 1750.00000 168000.00| 930.00000 89280.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (MONOLITHIC DOUBLE 6'X6') | | | 0110 00523 126.000 LF | 1430.00000 180180.00| 1500.00000 189000.00| 1400.00000 176400.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 10' X 8') | | | 0120 00523 128.000 LF | 1365.00000 174720.00| 1700.00000 217600.00| 1275.00000 163200.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 12' X 6') | | | 0130 09150 299.000 TON | 50.00000 14950.00| 40.00000 11960.00| 42.00000 12558.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0140 09152 278.000 TON | 54.00000 15012.00| 50.00000 13900.00| 50.00000 13900.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0150 10128 516.000 TON | 39.00000 20124.00| 30.00000 15480.00| 35.00000 18060.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10635 123.000 TON | 440.00000 54120.00| 425.00000 52275.00| 450.00000 55350.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 13322 1750.000 LF | 21.00000 36750.00| 20.00000 35000.00| 21.65000 37887.50 GUARDRAIL GR-2 8' POST | | | 0180 13345 8.000 EA | 2400.00000 19200.00| 3000.00000 24000.00| 2805.00000 22440.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13349 8.000 EA | 375.00000 3000.00| 300.00000 2400.00| 1110.00000 8880.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0200 13496 1430.000 LF | 12.00000 17160.00| 35.00000 50050.00| 23.00000 32890.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0210 24152 16.000 EA | 130.00000 2080.00| 300.00000 4800.00| 396.00000 6336.00 TYPE III BARRICADE 8' | | | 0220 24160 817.000 SF | 24.00000 19608.00| 20.00000 16340.00| 16.50000 13480.50 CONSTRUCTION SIGNS | | | 0230 24278 1210.000 DAY | 2.00000 2420.00| 1.00000 1210.00| 0.80000 968.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24282 120.000 HR | 30.00000 3600.00| 18.00000 2160.00| 17.00000 2040.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -3 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 1 ) A013 |( 2 ) B728 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |D. A. BROWN, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 24288 1009.000 DAY | 2.25000 2270.25| 1.50000 1513.50| 3.00000 3027.00 WARNING LIGHT TY. B | | | 0260 26127 108.000 TON | 54.00000 5832.00| 40.00000 4320.00| 31.50000 3402.00 DRY RIPRAP CL.I 26" | | | 0270 27102 363.000 LB | 24.00000 8712.00| 20.00000 7260.00| 23.50000 8530.50 REGULAR SEED | | | 0280 27103 227.000 LB | 6.00000 1362.00| 17.00000 3859.00| 20.00000 4540.00 OVERSEEDING | | | 0290 27104 40.000 LB | 32.00000 1280.00| 25.00000 1000.00| 29.00000 1160.00 LEGUME SEED | | | 0300 27105 25.000 LB | 26.00000 650.00| 20.00000 500.00| 24.00000 600.00 LEGUME OVERSEEDING | | | 0310 27210 1.000 TON | 1600.00000 1600.00| 1800.00000 1800.00| 2104.00000 2104.00 FERTILIZER(10-20-10) | | | 0320 27250 6.000 TON | 135.00000 810.00| 120.00000 720.00| 140.00000 840.00 LIME | | | 0330 27321 1166.000 SY | 2.00000 2332.00| 3.00000 3498.00| 3.50000 4081.00 PROTECTIVE COVERING EC-2 | | | 0340 27337 1527.000 SY | 21.00000 32067.00| 1.00000 1527.00| 22.50000 34357.50 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0350 27340 1543.000 CY | 23.00000 35489.00| 1.00000 1543.00| 22.50000 34717.50 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0360 27430 526.000 CY | 0.01000 5.26| 1.00000 526.00| 1.00000 526.00 SILTATION CONTROL EXCAVATION | | | 0370 27505 3096.000 LF | 3.00000 9288.00| 1.00000 3096.00| 3.15000 9752.40 TEMP. SILT FENCE | | | 0380 40080 100.000 LF | 72.00000 7200.00| 50.00000 5000.00| 93.00000 9300.00 8" WATER MAIN | | | 0390 41983 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 24320.00000 24320.00 NS WATER FACILITIES WATER FACILITIES | | | TEMPORARY WATER LINE RELOCATION | | | 0400 54510 540.000 LF | 3.00000 1620.00| 1.25000 675.00| 2.65000 1431.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0410 54514 200.000 LF | 6.00000 1200.00| 2.25000 450.00| 5.55000 1110.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0420 54522 40.000 LF | 17.00000 680.00| 8.00000 320.00| 18.65000 746.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | SECTION TOTALS | $ 1,159,835.51| $ 1,234,372.50| $ 1,254,698.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,159,835.51| $ 1,234,372.50| $ 1,254,698.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -4 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) R691 |( 5 ) W210 |( 6 ) K108 |RAMIREZ CONTRACTING, L.L.C. |BURLEIGH CONSTRUCTION CO.,I |KANAWHA STONE COMPANY, 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| 40000.00000 40000.00| 94000.00000 94000.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 00101 LUMP| 4370.00000 4370.00| 5900.00000 5900.00| 30000.00000 30000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00124 39.000 CY | 250.00000 9750.00| 85.00000 3315.00| 100.00000 3900.00 ROCK EXCAVATION | | | 0040 00160 LUMP| 10000.00000 10000.00| 42280.00000 42280.00| 142000.00000 142000.00 NS GRADING GRADING STR. 09-6001 | | | 0050 00160 LUMP| 10000.00000 10000.00| 54529.00000 54529.00| 153000.00000 153000.00 NS GRADING GRADING STR. 33-6083 | | | 0060 00160 LUMP| 10000.00000 10000.00| 45610.00000 45610.00| 109000.00000 109000.00 NS GRADING GRADING STR. 33-6479 | | | 0070 00212 4109.000 CY | 20.00000 82180.00| 14.00000 57526.00| 50.00000 205450.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0080 00505 123.000 TON | 38.00000 4674.00| 55.00000 6765.00| 100.00000 12300.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0090 00506 113.000 TON | 40.00000 4520.00| 62.50000 7062.50| 100.00000 11300.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0100 00523 96.000 LF | 1600.00000 153600.00| 1445.00000 138720.00| 1400.00000 134400.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (MONOLITHIC DOUBLE 6'X6') | | | 0110 00523 126.000 LF | 2000.00000 252000.00| 1580.00000 199080.00| 1500.00000 189000.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 10' X 8') | | | 0120 00523 128.000 LF | 2400.00000 307200.00| 1820.00000 232960.00| 1550.00000 198400.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 12' X 6') | | | 0130 09150 299.000 TON | 50.00000 14950.00| 56.50000 16893.50| 51.00000 15249.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0140 09152 278.000 TON | 50.00000 13900.00| 65.00000 18070.00| 61.00000 16958.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0150 10128 516.000 TON | 31.00000 15996.00| 40.00000 20640.00| 33.00000 17028.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10635 123.000 TON | 485.25000 59685.75| 615.00000 75645.00| 422.00000 51906.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 13322 1750.000 LF | 21.75000 38062.50| 28.00000 49000.00| 18.50000 32375.00 GUARDRAIL GR-2 8' POST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -5 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) R691 |( 5 ) W210 |( 6 ) K108 |RAMIREZ CONTRACTING, L.L.C. |BURLEIGH CONSTRUCTION CO.,I |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 13345 8.000 EA | 2760.00000 22080.00| 3444.00000 27552.00| 2400.00000 19200.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13349 8.000 EA | 1092.50000 8740.00| 942.50000 7540.00| 950.00000 7600.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0200 13496 1430.000 LF | 40.00000 57200.00| 14.60000 20878.00| 19.00000 27170.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0210 24152 16.000 EA | 442.75000 7084.00| 200.00000 3200.00| 370.00000 5920.00 TYPE III BARRICADE 8' | | | 0220 24160 817.000 SF | 16.25000 13276.25| 22.80000 18627.60| 18.00000 14706.00 CONSTRUCTION SIGNS | | | 0230 24278 1210.000 DAY | 0.75000 907.50| 1.00000 1210.00| 1.20000 1452.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24282 120.000 HR | 20.00000 2400.00| 23.00000 2760.00| 42.00000 5040.00 FLAGGER SERVICE | | | 0250 24288 1009.000 DAY | 1.00000 1009.00| 3.35000 3380.15| 1.25000 1261.25 WARNING LIGHT TY. B | | | 0260 26127 108.000 TON | 50.00000 5400.00| 83.00000 8964.00| 65.00000 7020.00 DRY RIPRAP CL.I 26" | | | 0270 27102 363.000 LB | 20.00000 7260.00| 25.00000 9075.00| 20.00000 7260.00 REGULAR SEED | | | 0280 27103 227.000 LB | 20.00000 4540.00| 5.00000 1135.00| 17.00000 3859.00 OVERSEEDING | | | 0290 27104 40.000 LB | 25.00000 1000.00| 50.00000 2000.00| 25.00000 1000.00 LEGUME SEED | | | 0300 27105 25.000 LB | 25.00000 625.00| 10.00000 250.00| 20.00000 500.00 LEGUME OVERSEEDING | | | 0310 27210 1.000 TON | 750.00000 750.00| 2000.00000 2000.00| 1800.00000 1800.00 FERTILIZER(10-20-10) | | | 0320 27250 6.000 TON | 300.00000 1800.00| 300.00000 1800.00| 120.00000 720.00 LIME | | | 0330 27321 1166.000 SY | 7.00000 8162.00| 3.50000 4081.00| 3.00000 3498.00 PROTECTIVE COVERING EC-2 | | | 0340 27337 1527.000 SY | 30.00000 45810.00| 28.00000 42756.00| 6.00000 9162.00 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0350 27340 1543.000 CY | 20.00000 30860.00| 11.45000 17667.35| 8.00000 12344.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0360 27430 526.000 CY | 1.00000 526.00| 1.00000 526.00| 5.00000 2630.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -6 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) R691 |( 5 ) W210 |( 6 ) K108 |RAMIREZ CONTRACTING, L.L.C. |BURLEIGH CONSTRUCTION CO.,I |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 27505 3096.000 LF | 3.00000 9288.00| 3.00000 9288.00| 4.00000 12384.00 TEMP. SILT FENCE | | | 0380 40080 100.000 LF | 50.00000 5000.00| 105.00000 10500.00| 58.00000 5800.00 8" WATER MAIN | | | 0390 41983 LUMP| 5000.00000 5000.00| 22200.00000 22200.00| 5750.00000 5750.00 NS WATER FACILITIES WATER FACILITIES | | | TEMPORARY WATER LINE RELOCATION | | | 0400 54510 540.000 LF | 2.60000 1404.00| 2.10000 1134.00| 1.10000 594.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0410 54514 200.000 LF | 5.45000 1090.00| 4.60000 920.00| 2.20000 440.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0420 54522 40.000 LF | 18.35000 734.00| 10.00000 400.00| 7.50000 300.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | SECTION TOTALS | $ 1,272,834.00| $ 1,287,840.10| $ 1,579,676.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,272,834.00| $ 1,287,840.10| $ 1,579,676.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -7 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 7 ) C1334 |( 8 ) C174 |( ) |CROSSROADS BRIDGE INC. |CLECO CORPORATION | 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| 110000.00000 110000.00| 100000.00000 100000.00| MOBILIZATION | | | 0020 00101 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00124 39.000 CY | 26.50000 1033.50| 100.00000 3900.00| ROCK EXCAVATION | | | 0040 00160 LUMP| 105000.00000 105000.00| 50000.00000 50000.00| NS GRADING GRADING STR. 09-6001 | | | 0050 00160 LUMP| 85000.00000 85000.00| 50000.00000 50000.00| NS GRADING GRADING STR. 33-6083 | | | 0060 00160 LUMP| 100000.00000 100000.00| 50000.00000 50000.00| NS GRADING GRADING STR. 33-6479 | | | 0070 00212 4109.000 CY | 14.00000 57526.00| 75.00000 308175.00| MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0080 00505 123.000 TON | 40.00000 4920.00| 35.00000 4305.00| BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0090 00506 113.000 TON | 43.00000 4859.00| 40.00000 4520.00| NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0100 00523 96.000 LF | 2960.00000 284160.00| 1650.00000 158400.00| NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (MONOLITHIC DOUBLE 6'X6') | | | 0110 00523 126.000 LF | 1610.00000 202860.00| 2000.00000 252000.00| NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 10' X 8') | | | 0120 00523 128.000 LF | 1575.00000 201600.00| 2100.00000 268800.00| NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT (SINGLE 12' X 6') | | | 0130 09150 299.000 TON | 50.00000 14950.00| 30.00000 8970.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0140 09152 278.000 TON | 50.50000 14039.00| 30.00000 8340.00| EROSION CONTROL STONE CLASS II, EC-1 | | | 0150 10128 516.000 TON | 50.00000 25800.00| 30.00000 15480.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10635 123.000 TON | 470.00000 57810.00| 450.00000 55350.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0170 13322 1750.000 LF | 20.00000 35000.00| 22.00000 38500.00| GUARDRAIL GR-2 8' POST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -8 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 7 ) C1334 |( 8 ) C174 |( ) |CROSSROADS BRIDGE INC. |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 13345 8.000 EA | 2650.00000 21200.00| 2500.00000 20000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13349 8.000 EA | 1000.00000 8000.00| 500.00000 4000.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0200 13496 1430.000 LF | 42.50000 60775.00| 40.00000 57200.00| TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0210 24152 16.000 EA | 280.00000 4480.00| 1000.00000 16000.00| TYPE III BARRICADE 8' | | | 0220 24160 817.000 SF | 17.50000 14297.50| 27.00000 22059.00| CONSTRUCTION SIGNS | | | 0230 24278 1210.000 DAY | 1.00000 1210.00| 1.10000 1331.00| GROUP 2 CHANNELIZING DEVICES | | | 0240 24282 120.000 HR | 15.00000 1800.00| 20.00000 2400.00| FLAGGER SERVICE | | | 0250 24288 1009.000 DAY | 1.40000 1412.60| 5.00000 5045.00| WARNING LIGHT TY. B | | | 0260 26127 108.000 TON | 56.50000 6102.00| 80.00000 8640.00| DRY RIPRAP CL.I 26" | | | 0270 27102 363.000 LB | 22.00000 7986.00| 12.00000 4356.00| REGULAR SEED | | | 0280 27103 227.000 LB | 17.00000 3859.00| 12.00000 2724.00| OVERSEEDING | | | 0290 27104 40.000 LB | 28.00000 1120.00| 30.00000 1200.00| LEGUME SEED | | | 0300 27105 25.000 LB | 20.00000 500.00| 30.00000 750.00| LEGUME OVERSEEDING | | | 0310 27210 1.000 TON | 2000.00000 2000.00| 1300.00000 1300.00| FERTILIZER(10-20-10) | | | 0320 27250 6.000 TON | 135.00000 810.00| 250.00000 1500.00| LIME | | | 0330 27321 1166.000 SY | 3.50000 4081.00| 5.00000 5830.00| PROTECTIVE COVERING EC-2 | | | 0340 27337 1527.000 SY | 46.50000 71005.50| 100.00000 152700.00| TEMP. DIVERSION CHANNEL LINING CL. B | | | 0350 27340 1543.000 CY | 19.50000 30088.50| 50.00000 77150.00| TEMP. DIVERSION CHANNEL EXCAVATION | | | 0360 27430 526.000 CY | 0.01000 5.26| 25.00000 13150.00| SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B71 -9 TABULATION OF BIDS CALL ORDER : B71 CONTRACT ID : C00096469D02 COUNTIES : SALEM LETTING DATE : 12/19/12 10:00 AM DISTRICT : 02 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 7 ) C1334 |( 8 ) C174 |( ) |CROSSROADS BRIDGE INC. |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 27505 3096.000 LF | 3.60000 11145.60| 5.00000 15480.00| TEMP. SILT FENCE | | | 0380 40080 100.000 LF | 225.00000 22500.00| 200.00000 20000.00| 8" WATER MAIN | | | 0390 41983 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| NS WATER FACILITIES WATER FACILITIES | | | TEMPORARY WATER LINE RELOCATION | | | 0400 54510 540.000 LF | 1.25000 675.00| 5.00000 2700.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0410 54514 200.000 LF | 2.50000 500.00| 10.00000 2000.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0420 54522 40.000 LF | 8.50000 340.00| 20.00000 800.00| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | SECTION TOTALS | $ 1,602,950.46| $ 1,830,055.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,602,950.46| $ 1,830,055.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B94 -1 TABULATION OF BIDS CALL ORDER : B94 CONTRACT ID : C000101057N01 COUNTIES : BUCHANAN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 09/01/13 COMPLETION DATE PROJECT(S) : 0616-013-850,N501 FED # NONE CONTRACT DESCRIPTION: 0.91 MI. GRADE, DRAIN AND ASP. PAVE 2.5 MI. E INT. RTE. 719 3.4 MI. E INT. RTE. 719 SET-ASIDE : JOHN TAYLOR VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 488,107.80 100.0000% 2 E155 ELK KNOB, INC. $ 498,192.89 102.0662% 3 C174 CLECO CORPORATION $ 537,209.80 110.0597% ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) C174 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |CLECO CORPORATION 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| 25200.00000 25200.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION | | | 0020 00125 LUMP| 97000.00000 97000.00| 25000.00000 25000.00| 112000.00000 112000.00 GRADING | | | 0030 00700 30.000 LF | 6.00000 180.00| 55.00000 1650.00| 30.00000 900.00 POST INSTALLATION INSPECTION | | | 0040 01180 260.000 LF | 50.00000 13000.00| 30.00000 7800.00| 40.00000 10400.00 18" PIPE | | | 0050 09150 60.000 TON | 1.00000 60.00| 25.00000 1500.00| 30.00000 1800.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0060 10128 3834.000 TON | 22.30000 85498.20| 20.00000 76680.00| 17.80000 68245.20 AGGR. BASE MATL. TY. I NO. 21B | | | 0070 10610 1093.000 TON | 105.25000 115038.25| 115.78000 126547.54| 105.25000 115038.25 ASPHALT CONCRETE TY. IM-19.0A | | | 0080 16362 1093.000 TON | 113.95000 124547.35| 127.85000 139740.05| 116.95000 127826.35 ASPHALT CONCRETE TY. SM-19.0A | | | 0090 24100 80.000 HR | 1.00000 80.00| 15.00000 1200.00| 25.00000 2000.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : B94 -2 TABULATION OF BIDS CALL ORDER : B94 CONTRACT ID : C000101057N01 COUNTIES : BUCHANAN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) C174 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24160 320.000 SF | 19.00000 6080.00| 20.00000 6400.00| 20.00000 6400.00 CONSTRUCTION SIGNS | | | 0110 24278 2200.000 DAY | 1.00000 2200.00| 1.00000 2200.00| 1.00000 2200.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24282 200.000 HR | 27.00000 5400.00| 15.00000 3000.00| 18.00000 3600.00 FLAGGER SERVICE | | | 0130 26271 2536.000 TON | 1.00000 2536.00| 29.00000 73544.00| 20.00000 50720.00 NS DRY RIPRAP DRY RIPRAP CLASS I | | | 0140 27415 37.000 EA | 275.00000 10175.00| 325.00000 12025.00| 250.00000 9250.00 CHECK DAM(ROCK) TY. II | | | 0150 27430 63.000 CY | 1.00000 63.00| 0.10000 6.30| 10.00000 630.00 SILTATION CONTROL EXCAVATION | | | 0160 27505 300.000 LF | 3.50000 1050.00| 3.00000 900.00| 4.00000 1200.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 488,107.80| $ 498,192.89| $ 537,209.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 488,107.80| $ 498,192.89| $ 537,209.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -1 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 09/01/13 COMPLETION DATE PROJECT(S) : 0747-092-P71, N501 FED # NONE CONTRACT DESCRIPTION: WIDEN EXISTING PAVEMENT 0.34 MI. W. RTE. 734 RTE. 734 SET-ASIDE : JOHN TAYLOR VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C174 CLECO CORPORATION $ 542,880.00 100.0000% 2 E155 ELK KNOB, INC. $ 685,810.39 126.3282% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 861,277.11 158.6496% 4 D549 DCI/SHIRES, INC. $ 897,960.90 165.4069% ==================================================================================================================================== |( 1 ) C174 |( 2 ) E155 |( 3 ) W048 |CLECO CORPORATION |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, 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| 30000.00000 30000.00| 50000.00000 50000.00| 31454.71000 31454.71 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 8965.00000 8965.00| 15725.20000 15725.20 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 175000.00000 175000.00| 265000.00000 265000.00| 457123.47000 457123.47 GRADING | | | 0040 00211 80.000 CY | 25.00000 2000.00| 50.00000 4000.00| 33.90000 2712.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0050 00525 18.000 CY | 950.00000 17100.00| 800.00000 14400.00| 722.80000 13010.40 CONCRETE CLASS A3 MISC. | | | 0060 00700 90.000 LF | 30.00000 2700.00| 20.00000 1800.00| 4.98000 448.20 POST INSTALLATION INSPECTION | | | 0070 01180 60.000 LF | 25.00000 1500.00| 36.98000 2218.80| 74.98000 4498.80 18" PIPE | | | 0080 01240 30.000 LF | 30.00000 900.00| 52.33000 1569.90| 92.26000 2767.80 24" PIPE | | | 0090 01600 30.000 LF | 199.00000 5970.00| 209.48000 6284.40| 215.17000 6455.10 60" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -2 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 1 ) C174 |( 2 ) E155 |( 3 ) W048 |CLECO CORPORATION |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 06180 4.000 EA | 125.00000 500.00| 253.30000 1013.20| 725.23000 2900.92 18" END SECTION ES-1 OR 2 | | | 0110 06240 2.000 EA | 250.00000 500.00| 431.50000 863.00| 935.48000 1870.96 24" END SECTION ES-1 OR 2 | | | 0120 09150 19.000 TON | 30.00000 570.00| 30.00000 570.00| 44.78000 850.82 EROSION CONTROL STONE CLASS I, EC-1 | | | 0130 09152 126.000 TON | 30.00000 3780.00| 30.00000 3780.00| 41.08000 5176.08 EROSION CONTROL STONE CLASS II, EC-1 | | | 0140 10128 2035.000 TON | 19.90000 40496.50| 23.50000 47822.50| 24.86000 50590.10 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10607 465.000 TON | 120.00000 55800.00| 137.92000 64132.80| 120.00000 55800.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0160 10642 925.000 TON | 110.00000 101750.00| 113.96000 105413.00| 103.60000 95830.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0170 13322 1455.000 LF | 23.00000 33465.00| 21.45000 31209.75| 20.96000 30496.80 GUARDRAIL GR-2 8' POST | | | 0180 13345 2.000 EA | 2600.00000 5200.00| 2530.00000 5060.00| 2472.50000 4945.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13349 2.000 EA | 500.00000 1000.00| 715.00000 1430.00| 698.75000 1397.50 GUARDRAIL TERMINAL SITE PREPARATION | | | 0200 13400 170.000 LF | 25.00000 4250.00| 30.53000 5190.10| 29.83000 5071.10 NS GUARDRAIL GUARDRAIL RAD. GR-2 8' POS | | | 0210 24150 6.000 EA | 100.00000 600.00| 500.00000 3000.00| 215.00000 1290.00 TYPE III BARRICADE 4' | | | 0220 24160 264.000 SF | 20.00000 5280.00| 20.00000 5280.00| 19.35000 5108.40 CONSTRUCTION SIGNS | | | 0230 24260 316.000 TON | 20.00000 6320.00| 20.74000 6553.84| 24.65000 7789.40 CR. RUN AGGR. NO. 25 OR 26 | | | 0240 24278 3055.000 DAY | 1.00000 3055.00| 1.00000 3055.00| 0.50000 1527.50 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 1040.000 HR | 15.00000 15600.00| 15.00000 15600.00| 23.52000 24460.80 FLAGGER SERVICE | | | 0260 24288 20.000 DAY | 5.00000 100.00| 3.00000 60.00| 1.34000 26.80 WARNING LIGHT TY. B | | | 0270 24400 5.300 UNIT| 200.00000 1060.00| 140.00000 742.00| 180.52000 956.76 OBSCURING ROADWAY | | | 0280 24430 2780.000 SY | 1.00000 2780.00| 4.00000 11120.00| 3.88000 10786.40 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -3 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 1 ) C174 |( 2 ) E155 |( 3 ) W048 |CLECO CORPORATION |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27102 288.000 LB | 9.00000 2592.00| 8.80000 2534.40| 8.60000 2476.80 REGULAR SEED | | | 0300 27103 180.000 LB | 9.00000 1620.00| 8.80000 1584.00| 8.60000 1548.00 OVERSEEDING | | | 0310 27104 24.000 LB | 22.00000 528.00| 22.00000 528.00| 21.50000 516.00 LEGUME SEED | | | 0320 27105 15.000 LB | 22.00000 330.00| 22.00000 330.00| 21.50000 322.50 LEGUME OVERSEEDING | | | 0330 27215 0.430 TON | 950.00000 408.50| 990.00000 425.70| 967.51000 416.03 FERTILIZER(15-30-15) | | | 0340 27250 6.000 TON | 200.00000 1200.00| 192.50000 1155.00| 188.13000 1128.78 LIME | | | 0350 27321 100.000 SY | 5.00000 500.00| 3.30000 330.00| 3.23000 323.00 PROTECTIVE COVERING EC-2 | | | 0360 27415 18.000 EA | 200.00000 3600.00| 300.00000 5400.00| 250.21000 4503.78 CHECK DAM(ROCK) TY. II | | | 0370 27430 310.000 CY | 10.00000 3100.00| 1.00000 310.00| 1.12000 347.20 SILTATION CONTROL EXCAVATION | | | 0380 27505 1735.000 LF | 3.00000 5205.00| 3.00000 5205.00| 3.81000 6610.35 TEMP. SILT FENCE | | | 0390 50108 17.000 SF | 20.00000 340.00| 25.00000 425.00| 29.03000 493.51 SIGN PANEL | | | 0400 50434 18.000 LF | 10.00000 180.00| 25.00000 450.00| 24.73000 445.14 SIGN POST STP-1 2 1/2" | | | 0410 50490 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| 537.50000 1075.00 CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 542,880.00| $ 685,810.39| $ 861,277.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,880.00| $ 685,810.39| $ 861,277.11 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -4 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) D549 |( ) |( ) |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| 44000.00000 44000.00| | MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| | CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 474000.00000 474000.00| | GRADING | | | 0040 00211 80.000 CY | 10.00000 800.00| | MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0050 00525 18.000 CY | 600.00000 10800.00| | CONCRETE CLASS A3 MISC. | | | 0060 00700 90.000 LF | 6.00000 540.00| | POST INSTALLATION INSPECTION | | | 0070 01180 60.000 LF | 75.00000 4500.00| | 18" PIPE | | | 0080 01240 30.000 LF | 113.00000 3390.00| | 24" PIPE | | | 0090 01600 30.000 LF | 270.00000 8100.00| | 60" PIPE | | | 0100 06180 4.000 EA | 500.00000 2000.00| | 18" END SECTION ES-1 OR 2 | | | 0110 06240 2.000 EA | 600.00000 1200.00| | 24" END SECTION ES-1 OR 2 | | | 0120 09150 19.000 TON | 52.00000 988.00| | EROSION CONTROL STONE CLASS I, EC-1 | | | 0130 09152 126.000 TON | 50.00000 6300.00| | EROSION CONTROL STONE CLASS II, EC-1 | | | 0140 10128 2035.000 TON | 24.45000 49755.75| | AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10607 465.000 TON | 137.00000 63705.00| | ASPHALT CONCRETE TY. SM-12.5A | | | 0160 10642 925.000 TON | 118.00000 109150.00| | ASPHALT CONCRETE TY. BM-25.0A | | | 0170 13322 1455.000 LF | 22.00000 32010.00| | GUARDRAIL GR-2 8' POST | | | 0180 13345 2.000 EA | 2700.00000 5400.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -5 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) D549 |( ) |( ) |DCI/SHIRES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 13349 2.000 EA | 740.00000 1480.00| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0200 13400 170.000 LF | 31.50000 5355.00| | NS GUARDRAIL GUARDRAIL RAD. GR-2 8' POS | | | 0210 24150 6.000 EA | 330.00000 1980.00| | TYPE III BARRICADE 4' | | | 0220 24160 264.000 SF | 22.70000 5992.80| | CONSTRUCTION SIGNS | | | 0230 24260 316.000 TON | 27.00000 8532.00| | CR. RUN AGGR. NO. 25 OR 26 | | | 0240 24278 3055.000 DAY | 0.10000 305.50| | GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 1040.000 HR | 8.00000 8320.00| | FLAGGER SERVICE | | | 0260 24288 20.000 DAY | 16.00000 320.00| | WARNING LIGHT TY. B | | | 0270 24400 5.300 UNIT| 1375.00000 7287.50| | OBSCURING ROADWAY | | | 0280 24430 2780.000 SY | 5.22000 14511.60| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0290 27102 288.000 LB | 12.00000 3456.00| | REGULAR SEED | | | 0300 27103 180.000 LB | 11.00000 1980.00| | OVERSEEDING | | | 0310 27104 24.000 LB | 24.00000 576.00| | LEGUME SEED | | | 0320 27105 15.000 LB | 23.00000 345.00| | LEGUME OVERSEEDING | | | 0330 27215 0.430 TON | 2100.00000 903.00| | FERTILIZER(15-30-15) | | | 0340 27250 6.000 TON | 125.00000 750.00| | LIME | | | 0350 27321 100.000 SY | 2.60000 260.00| | PROTECTIVE COVERING EC-2 | | | 0360 27415 18.000 EA | 250.00000 4500.00| | CHECK DAM(ROCK) TY. II | | | 0370 27430 310.000 CY | 7.00000 2170.00| | SILTATION CONTROL EXCAVATION | | | 0380 27505 1735.000 LF | 3.25000 5638.75| | TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : C03 -6 TABULATION OF BIDS CALL ORDER : C03 CONTRACT ID : C00083968N01 COUNTIES : TAZEWELL LETTING DATE : 12/19/12 10:00 AM DISTRICT : 01 SET-ASIDE : JOHN TAYLOR ==================================================================================================================================== |( 4 ) D549 |( ) |( ) |DCI/SHIRES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 50108 17.000 SF | 17.00000 289.00| | SIGN PANEL | | | 0400 50434 18.000 LF | 15.00000 270.00| | SIGN POST STP-1 2 1/2" | | | 0410 50490 2.000 EA | 550.00000 1100.00| | CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 897,960.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 897,960.90| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S14 -1 TABULATION OF BIDS CALL ORDER : S14 CONTRACT ID : CM513GRC103692 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 03/31/14 COMPLETION DATE PROJECT(S) : GR5C-001-636, N501 FED # NONE CONTRACT DESCRIPTION: ONCALL, GUARDRAIL HITS & REPAIR CONTRACT VARIOUS LOCATIONS IN ACCOMACK AND NORTHAMPTON COS. SET-ASIDE : RICK BARNETT VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L159 L. S. LEE, INC. $ 270,700.00 100.0000% 2 A880 A & P SERVICES, LLC $ 336,538.00 124.3214% ==================================================================================================================================== |( 1 ) L159 |( 2 ) A880 |( ) |L. S. LEE, INC. |A & P SERVICES, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13310 25.000 LF | 100.00000 2500.00| 100.00000 2500.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13315 4.000 EA | 825.00000 3300.00| 900.00000 3600.00| GUARDRAIL TERMINAL GR-11 | | | 0030 13320 1500.000 LF | 22.00000 33000.00| 25.00000 37500.00| GUARDRAIL GR-2 | | | 0040 13322 200.000 LF | 25.00000 5000.00| 30.00000 6000.00| GUARDRAIL GR-2 8' POST | | | 0050 13323 50.000 LF | 30.00000 1500.00| 35.00000 1750.00| GUARDRAIL GR-2A | | | 0060 13331 50.000 LF | 26.00000 1300.00| 28.00000 1400.00| RAD. GUARDRAIL GR-2 | | | 0070 13333 50.000 LF | 34.00000 1700.00| 40.00000 2000.00| RAD. GUARDRAIL GR-2A | | | 0080 13345 12.000 EA | 2500.00000 30000.00| 3500.00000 42000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13349 6.000 EA | 300.00000 1800.00| 1000.00000 6000.00| GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S14 -2 TABULATION OF BIDS CALL ORDER : S14 CONTRACT ID : CM513GRC103692 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 1 ) L159 |( 2 ) A880 |( ) |L. S. LEE, INC. |A & P SERVICES, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13355 50.000 LF | 30.00000 1500.00| 30.00000 1500.00| GUARDRAIL GR-10 | | | 0110 13392 2.000 EA | 2200.00000 4400.00| 2500.00000 5000.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0120 13393 2.000 EA | 2300.00000 4600.00| 600.00000 1200.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0130 13400 800.000 LF | 50.00000 40000.00| 50.00000 40000.00| NS GUARDRAIL GUARDRAIL BEAM GR-7, GR-9 | | | 0140 13401 6.000 EA | 100.00000 600.00| 1.00000 6.00| NS GUARDRAIL GUARDRAIL CABLE ASSEMBLY & | | | ANCHOR PLATE GR-9 | | | 0150 13401 2.000 EA | 100.00000 200.00| 1500.00000 3000.00| NS GUARDRAIL GUARDRAIL EXTRUDER ASSEMBL | | | 0160 13401 5.000 EA | 900.00000 4500.00| 1500.00000 7500.00| NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-9 | | | 0170 13401 150.000 EA | 20.00000 3000.00| 20.00000 3000.00| NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE) | | | 0180 13401 2.000 EA | 100.00000 200.00| 100.00000 200.00| NS GUARDRAIL GUARDRAIL STRUT & YOKE | | | ASSM GR-9 | | | 0190 13401 2.000 EA | 200.00000 400.00| 150.00000 300.00| NS GUARDRAIL GUARDRAIL TRANS SECTION (W | | | BEAM) | | | 0200 13607 1.000 EA | 20000.00000 20000.00| 25000.00000 25000.00| IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0210 13710 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0220 13710 1.000 EA | 600.00000 600.00| 1500.00000 1500.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHARAGM ASSEMBLY | | | 0230 13710 1.000 EA | 600.00000 600.00| 3000.00000 3000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0240 13710 2.000 EA | 1500.00000 3000.00| 1500.00000 3000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S14 -3 TABULATION OF BIDS CALL ORDER : S14 CONTRACT ID : CM513GRC103692 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 1 ) L159 |( 2 ) A880 |( ) |L. S. LEE, INC. |A & P SERVICES, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13710 2.000 EA | 600.00000 1200.00| 600.00000 1200.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0260 17311 2.000 EA | 75.00000 150.00| 1.00000 2.00| W BEAM TERM CONNECTOR | | | 0270 17313 2.000 EA | 75.00000 150.00| 75.00000 150.00| W BEAM END SECT(FLARED | | | 0280 17317 5.000 EA | 75.00000 375.00| 75.00000 375.00| W BEAM END SECT (ROUNDED) | | | 0290 17321 25.000 EA | 20.00000 500.00| 5.00000 125.00| W BEAM BACKUP PLATE | | | 0300 17323 1500.000 LF | 30.00000 45000.00| 24.00000 36000.00| GUARDRAIL BEAM | | | 0310 17325 100.000 LF | 32.00000 3200.00| 24.00000 2400.00| RADIAL GUARDRAIL BEAM | | | 0320 17327 25.000 LF | 20.00000 500.00| 1.00000 25.00| RUB RAIL | | | 0330 17329 125.000 EA | 100.00000 12500.00| 100.00000 12500.00| POST (WOOD, CONC., OR STEEL) | | | 0340 17330 5.000 EA | 20.00000 100.00| 1.00000 5.00| RUB RAIL OFFSET BLOCK | | | 0350 17331 150.000 EA | 20.00000 3000.00| 20.00000 3000.00| OFFSET BLOCK | | | 0360 17336 8.000 EA | 250.00000 2000.00| 3500.00000 28000.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0370 17338 4.000 EA | 25.00000 100.00| 25.00000 100.00| DRILL HOLE | | | 0380 17341 100.000 EA | 5.00000 500.00| 25.00000 2500.00| REALIGN POST | | | 0390 17374 6.000 EA | 800.00000 4800.00| 1500.00000 9000.00| EMERGENCY MOBILIZATION | | | 0400 17381 25.000 EA | 100.00000 2500.00| 100.00000 2500.00| POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0410 17451 100.000 EA | 6.00000 600.00| 15.00000 1500.00| GUARDRAIL DELINEATOR | | | 0420 24260 50.000 TON | 50.00000 2500.00| 80.00000 4000.00| CR. RUN AGGR. NO. 25 OR 26 | | | 0430 24272 125.000 HR | 5.00000 625.00| 50.00000 6250.00| TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S14 -4 TABULATION OF BIDS CALL ORDER : S14 CONTRACT ID : CM513GRC103692 COUNTIES : ACCOMACK LETTING DATE : 12/19/12 10:00 AM DISTRICT : 05 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 1 ) L159 |( 2 ) A880 |( ) |L. S. LEE, INC. |A & P SERVICES, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 24278 200.000 DAY | 1.00000 200.00| 1.00000 200.00| GROUP 2 CHANNELIZING DEVICES | | | 0450 24281 150.000 HR | 3.00000 450.00| 20.00000 3000.00| ELECTRONIC ARROW | | | 0460 24282 300.000 HR | 22.00000 6600.00| 25.00000 7500.00| FLAGGER SERVICE | | | 0470 24502 10.000 EA | 250.00000 2500.00| 200.00000 2000.00| NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0480 24601 2000.000 LF | 4.00000 8000.00| 3.00000 6000.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GUARDRAIL | | | 0490 24611 400.000 LF | 12.00000 4800.00| 10.00000 4000.00| NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GUARDRAIL | | | 0500 24640 250.000 LF | 5.00000 1250.00| 10.00000 2500.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | EXISTING SHOULDER (RESTORATION) | | | 0510 27321 25.000 SY | 10.00000 250.00| 10.00000 250.00| PROTECTIVE COVERING EC-2 | | | 0520 27505 250.000 LF | 5.00000 1250.00| 10.00000 2500.00| TEMP. SILT FENCE | | | 0530 49012 5.000 EA | 80.00000 400.00| 100.00000 500.00| NS UTILITIES UTILITIES TEST HOLE | | | SECTION TOTALS | $ 270,700.00| $ 336,538.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 270,700.00| $ 336,538.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S20 -1 TABULATION OF BIDS CALL ORDER : S20 CONTRACT ID : C00103011N01 COUNTIES : WARREN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : 0340-093-R49, N501 FED # NONE CONTRACT DESCRIPTION: EXTEND LEFT TURN LANE ON RTE. 340 SOUTHBOUND CROSS OVER .13 MILE NORTH OF I-66 EASTBOUND RAMP SIGNAL .13 MILE SOUTH TO SIGNAL FOR I-66 EASTBOUND RAMP SET-ASIDE : RICK BARNETT VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 97,087.70 100.0000% 2 K611 KICKIN ASPHALT PAVING & SEALING $ 109,889.55 113.1859% 3 A648 A & M CONCRETE CORP. $ 124,726.50 128.4679% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 124,988.00 128.7372% 5 F373 FINLEY ASPHALT & SEALING, INC. $ 125,058.10 128.8094% 6 J273 JIREH CONSTRUCTION COMPANY, INC. $ 132,115.75 136.0788% ==================================================================================================================================== |( 1 ) W048 |( 2 ) K611 |( 3 ) A648 |W-L CONSTRUCTION & PAVING, |KICKIN ASPHALT PAVING & SEA |A & M CONCRETE CORP. 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| 5000.00000 5000.00| 10000.00000 10000.00| 12500.00000 12500.00 MOBILIZATION | | | 0020 00125 LUMP| 16183.90000 16183.90| 16000.00000 16000.00| 15000.00000 15000.00 GRADING | | | 0030 00303 20.000 TON | 35.00000 700.00| 55.00000 1100.00| 45.00000 900.00 NS ROCKFILL ROCKFILL TYPE 1 | | | 0040 10128 139.000 TON | 30.00000 4170.00| 32.00000 4448.00| 50.00000 6950.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10608 74.000 TON | 110.00000 8140.00| 130.00000 9620.00| 145.00000 10730.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0060 10611 69.000 TON | 94.00000 6486.00| 110.00000 7590.00| 130.00000 8970.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0070 10628 276.000 SY | 4.30000 1186.80| 8.00000 2208.00| 6.50000 1794.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0080 11070 430.000 LF | 2.05000 881.50| 0.01000 4.30| 2.00000 860.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S20 -2 TABULATION OF BIDS CALL ORDER : S20 CONTRACT ID : C00103011N01 COUNTIES : WARREN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 1 ) W048 |( 2 ) K611 |( 3 ) A648 |W-L CONSTRUCTION & PAVING, |KICKIN ASPHALT PAVING & SEA |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13320 462.000 LF | 18.00000 8316.00| 34.00000 15708.00| 21.00000 9702.00 GUARDRAIL GR-2 | | | 0100 13349 1.000 EA | 790.00000 790.00| 950.00000 950.00| 2050.00000 2050.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13421 6.250 LF | 30.00000 187.50| 45.00000 281.25| 34.00000 212.50 MEDIAN BARRIER MB-3 | | | 0120 13610 1.000 EA | 24000.00000 24000.00| 21000.00000 21000.00| 26500.00000 26500.00 IMPACT ATTEN. SER. TY.III (TL-3,>45 MPH | | | DES SP) | | | 0130 16392 69.000 TON | 94.00000 6486.00| 110.00000 7590.00| 125.00000 8625.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0140 17451 16.000 EA | 25.00000 400.00| 17.00000 272.00| 24.00000 384.00 GUARDRAIL DELINEATOR | | | 0150 24160 230.000 SF | 15.00000 3450.00| 7.00000 1610.00| 24.00000 5520.00 CONSTRUCTION SIGNS | | | 0160 24272 180.000 HR | 11.50000 2070.00| 25.00000 4500.00| 28.00000 5040.00 TRUCK MOUNTED ATTENUATOR | | | 0170 24278 450.000 DAY | 2.30000 1035.00| 1.00000 450.00| 1.00000 450.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24281 180.000 HR | 2.00000 360.00| 3.00000 540.00| 3.00000 540.00 ELECTRONIC ARROW | | | 0190 24601 294.000 LF | 5.00000 1470.00| 4.00000 1176.00| 6.00000 1764.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0200 27430 17.000 CY | 15.00000 255.00| 1.00000 17.00| 50.00000 850.00 SILTATION CONTROL EXCAVATION | | | 0210 27506 100.000 LF | 5.70000 570.00| 3.00000 300.00| 8.00000 800.00 TEMP. FILTER BARRIER | | | 0220 54020 800.000 LF | 3.50000 2800.00| 4.00000 3200.00| 2.00000 1600.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0230 54300 1.000 EA | 200.00000 200.00| 225.00000 225.00| 285.00000 285.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0240 69675 10.000 TON | 195.00000 1950.00| 110.00000 1100.00| 270.00000 2700.00 GROUTED RIPRAP | | | SECTION TOTALS | $ 97,087.70| $ 109,889.55| $ 124,726.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,087.70| $ 109,889.55| $ 124,726.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S20 -3 TABULATION OF BIDS CALL ORDER : S20 CONTRACT ID : C00103011N01 COUNTIES : WARREN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 4 ) A477 |( 5 ) F373 |( 6 ) J273 |ARTHUR CONSTRUCTION CO., IN |FINLEY ASPHALT & SEALING, I |JIREH CONSTRUCTION COMPANY, 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| 13500.00000 13500.00| 9188.20000 9188.20| 30000.00000 30000.00 MOBILIZATION | | | 0020 00125 LUMP| 20000.00000 20000.00| 12992.00000 12992.00| 10000.00000 10000.00 GRADING | | | 0030 00303 20.000 TON | 35.00000 700.00| 65.00000 1300.00| 200.00000 4000.00 NS ROCKFILL ROCKFILL TYPE 1 | | | 0040 10128 139.000 TON | 35.00000 4865.00| 44.90000 6241.10| 22.00000 3058.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10608 74.000 TON | 100.00000 7400.00| 126.51000 9361.74| 200.00000 14800.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0060 10611 69.000 TON | 100.00000 6900.00| 126.51000 8729.19| 200.00000 13800.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0070 10628 276.000 SY | 10.00000 2760.00| 26.50000 7314.00| 15.00000 4140.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0080 11070 430.000 LF | 2.50000 1075.00| 4.00000 1720.00| 10.00000 4300.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8" | | | 0090 13320 462.000 LF | 35.00000 16170.00| 18.90000 8731.80| 15.00000 6930.00 GUARDRAIL GR-2 | | | 0100 13349 1.000 EA | 1250.00000 1250.00| 1050.00000 1050.00| 1000.00000 1000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13421 6.250 LF | 100.00000 625.00| 31.50000 196.88| 15.00000 93.75 MEDIAN BARRIER MB-3 | | | 0120 13610 1.000 EA | 24000.00000 24000.00| 25200.00000 25200.00| 1000.00000 1000.00 IMPACT ATTEN. SER. TY.III (TL-3,>45 MPH | | | DES SP) | | | 0130 16392 69.000 TON | 100.00000 6900.00| 126.51000 8729.19| 150.00000 10350.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0140 17451 16.000 EA | 25.00000 400.00| 10.50000 168.00| 15.00000 240.00 GUARDRAIL DELINEATOR | | | 0150 24160 230.000 SF | 25.00000 5750.00| 35.00000 8050.00| 25.00000 5750.00 CONSTRUCTION SIGNS | | | 0160 24272 180.000 HR | 15.00000 2700.00| 35.00000 6300.00| 50.00000 9000.00 TRUCK MOUNTED ATTENUATOR | | | 0170 24278 450.000 DAY | 5.00000 2250.00| 1.50000 675.00| 2.00000 900.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24281 180.000 HR | 10.00000 1800.00| 5.00000 900.00| 16.00000 2880.00 ELECTRONIC ARROW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/29/13 PAGE : S20 -4 TABULATION OF BIDS CALL ORDER : S20 CONTRACT ID : C00103011N01 COUNTIES : WARREN LETTING DATE : 12/19/12 10:00 AM DISTRICT : 08 SET-ASIDE : RICK BARNETT ==================================================================================================================================== |( 4 ) A477 |( 5 ) F373 |( 6 ) J273 |ARTHUR CONSTRUCTION CO., IN |FINLEY ASPHALT & SEALING, I |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24601 294.000 LF | 7.00000 2058.00| 5.25000 1543.50| 10.00000 2940.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0200 27430 17.000 CY | 5.00000 85.00| 100.00000 1700.00| 2.00000 34.00 SILTATION CONTROL EXCAVATION | | | 0210 27506 100.000 LF | 4.00000 400.00| 5.00000 500.00| 4.00000 400.00 TEMP. FILTER BARRIER | | | 0220 54020 800.000 LF | 2.00000 1600.00| 2.10000 1680.00| 5.00000 4000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0230 54300 1.000 EA | 300.00000 300.00| 787.50000 787.50| 500.00000 500.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0240 69675 10.000 TON | 150.00000 1500.00| 200.00000 2000.00| 200.00000 2000.00 GROUTED RIPRAP | | | SECTION TOTALS | $ 124,988.00| $ 125,058.10| $ 132,115.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,988.00| $ 125,058.10| $ 132,115.75 ====================================================================================================================================